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Home My WebLink About3913 Crawley Down Lp 18-2903 (a)VERSION 0 1 FOR: RECORD COPY REVIEWED FOR CODE GOMPL-IANCE PLANS XADr11NER'..., ; SAC R NFtI 31�l1Lt?iNC�DIVt$I0N pERMIT ,SSUED HALL BE CONSTRUED TO BE A i ICENSF T�: {= F�:OCEED WITH THE WORK AND NOT AS At STI; 1i'!TY TO VIOL AI E, CANCEL. ALTER OR SET ASIDE ANY CIF THE PROVISIONS OF THE TECHNICAL C0DES. NGF3 SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER R,.C)UIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE cONTIPACTION'TE'S,.. REQUIRED results to be Verified ffcmmes at Slah Inspection X18-2903 ryanho m es.com �OILDW'c SANFORD C�'ARTN�c, • STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL AIC AIR CONDITIONING LUM. LUMINOUS RYAN HOMES - ORLANDO (FBCR)6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET , 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR, MANUFACTURER CS COVER: SHEET AMP. AMPERAGE MIN. MINIMUM ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED GN GENERAL NOTES CL CENTER LINE MTL. METAL RYAN HOMES - TAMPA CAB. CABINET N.T.S. NOT TO SCALE 1 FRONT & REAR ELEVATIONS • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 2 LEFT & RIGHT ELEVATIONS 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSHBUTTON 3 FIRST FLOOR PLAN TAMPA, FL 33619 . MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 4 SECOND FLOOR PLAN — VASD = 116 MPH C.T..CERAMIC TILE PLR. PPLAYIR 5 FOUNDATION PLAN • STATE OF FLORIDA • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5A FOUNDATION DETAILS • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5B DOWEL PLAN • 1 —STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5C LINTEL PLAN (LOTT'S) R 0 LAND AB O U C HAC RA DP. DEEP REF. REFRIGERATOR AR NO. 93723 LOCAL AND STATE CODES DR. DOOR RM. ROOM 5D LINTEL PLAN (CAST -CRETE) D.S. DOWNSPOUT R.O. ROUGH OPENING WIND SPEED &EXPOSURE CATEGORY DTL. DETAIL S.D. SMOKE DETECTOR 5E LINTEL PLAN (QUALITY PRECAST) A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 6 FIRST FLOOR FRAMING PLAN BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 7 SECOND FLOOR ROOF FRAMING PLAN EXHAUSTEXH. E'UST SIM. SIMILAR S ENTRY SECTION DETAIL Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS 9 FIRST FLOOR ELECTRICAL PLAN F.G. FUEL GAS STD. STANDARD BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS 9.1 SECOND FLOOR ELECTRICAL PLAN FLR. FLOOR THK. THICK CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D1 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D2 SECTIONS/DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL D3 SECTIONS/DETAILS G�: DISP. OB U.N.O. UNLESS CYPRESS PRESERVE 139—C GARBAGEOTHERWISE D4 SECTIONS/DETAILS CONTRACT DOCUMENT INTERRUPTER V.P. VAPOR PROOF REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER D5 SECTIONS/DETAILS GYP. BD. GYPSUM BOARD W/ WITH D6 SECTIONS/DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW D7 WINDOW SCHEDULE HDR. HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C NST. OR HT HEIGHTTlON W.I. WROUGHT IRON WA1 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. MCCORMICK RESERVE 140—B INT. INTERIOR WA2 WALL ASSEMBLY DETAILS oCOEE PINES 140—B WA3 WALL ASSEMBLY DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALC .' S WA4 WALL ASSEMBLY DETAILS WA5 WALL ASSEMBLY DETAILS AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B IST FLR.. LIVING 10'312 SQ. FT. 2ND FLR. LIVINCx 1270 SQ. Ft. BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B TOTAL LIVING 2,162 SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ENTRY 40 SQ. FT, GARAGE 441 SQ. FT, AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED LANAI 140 SQ, FT, RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF TOTAL 2,603 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. rA R C H I T E C TS /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �ODODODDODJ SLTHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/11481 PAGE: COVER SHEET ARCHITECT STATE OF RORDA eOLAND a neaCHnCRA AR NO 93723 DATE: 6/12/16 SCALE: 1/4"=11-o" SHEET C -1 Og 9. 1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS jPSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5, BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS �PSF) B.I. 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__ LPSF) D.I. 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 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. 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). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. 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 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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 Y2 -INCH GYPSUM BOARD OR EQUIVALENT. QITC IAI^nW 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 AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 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 %2 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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). ueenLlnv 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/, INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') 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 C HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES 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 3" 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.1. #11 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. 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, UNO. A. Fb =1,100 PSI Fv=175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, 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 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX 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 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER 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, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 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 W/ 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 (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 15OMPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. ni 1112151M^ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER 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 W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y2" 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C TS Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r- \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA ROLAND A. ABOUCHACRA AR NO 93723 DATE: 6/12/18 SCALE: 1 /4"=1' - 0" GSHEEETTT (� JL or . 11 V WIDE RAISED BAND (TYP) 12 `i- 1 5 SHINGLES 12 5 LUMN DETAIL (D&C LE: 3/4 ■ 1' " l-2' 6' WIDE -- RAISED / BANDING (TYP) +2 t+j HEADER DETAIL 6' WIDE — RAISED SAND IW3 (TYP.) i I 3 BAN/DING DETAIL LY, SHUTTER DETAIL 4 SCALE: 3/4.1' COATING PER (ASTM C$26) (TYP) 6' WIDE RAISED 130 BAND (TYP)—, STONE VENNER 0'-0" FIN. FLR.,j, 18'-8 3/4" 2ND 5RG. HGT.OL _ W1 S" HEEL 10'-0 3/4" 2ND F.F. 9'-4' 5RG. HGT. S'-0" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) I� �I ISI ISI- I' all I Mill MIJ .FRONT ELEVATION 0 • 2 18'-S 3/4" 2ND 5RG. HGT. '' UJ/ 8" HEEL 6' WIDE RAISED BAND (TYP) 3 lm' -S 3/4" 2ND F.F. lip ,5 - 4" 5RCz. HGT. SHINGLES STONE VENNER 0'-0' FIN. FLR. 1 -41-011 _4118'-S 3/4" 2ND 5RG. HGT. W/ 8" HEEL TEXTURED CEMENTIOUS� COATING PER (ASTM C92(p) C (TYP) 4 4 11_/T" 10' -8 3/4" 2ND F.F. _ 4 f -4" 5RG, HGT. _ _o8'-0' HDR. HGT, 0'-0" FIN. FLFL—R_ _ _ I � - - - - - 1 _ _ _ _ _�0'-0" FIN. FUR, j - - �-T- t -it - REAR ELEVATION SCALE: 1/.4 = 1'-0' ELEVATION -C ATTIC VENT CALCS CALCS AREA OF ATTIC +1 NET FREE VENTILATION AREA REQUIRED (1/150) 8' REQUIRED VENTILATION AREA (0.59 x 144) 10" SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 SHUTTER DETAIL 4 SCALE: 3/4.1' COATING PER (ASTM C$26) (TYP) 6' WIDE RAISED 130 BAND (TYP)—, STONE VENNER 0'-0" FIN. FLR.,j, 18'-8 3/4" 2ND 5RG. HGT.OL _ W1 S" HEEL 10'-0 3/4" 2ND F.F. 9'-4' 5RG. HGT. S'-0" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) I� �I ISI ISI- I' all I Mill MIJ .FRONT ELEVATION 0 • 2 18'-S 3/4" 2ND 5RG. HGT. '' UJ/ 8" HEEL 6' WIDE RAISED BAND (TYP) 3 lm' -S 3/4" 2ND F.F. lip ,5 - 4" 5RCz. HGT. SHINGLES STONE VENNER 0'-0' FIN. FLR. 1 -41-011 _4118'-S 3/4" 2ND 5RG. HGT. W/ 8" HEEL TEXTURED CEMENTIOUS� COATING PER (ASTM C92(p) C (TYP) 4 4 11_/T" 10' -8 3/4" 2ND F.F. _ 4 f -4" 5RG, HGT. _ _o8'-0' HDR. HGT, 0'-0" FIN. FLFL—R_ _ _ I � - - - - - 1 _ _ _ _ _�0'-0" FIN. FUR, j - - �-T- t -it - REAR ELEVATION SCALE: 1/.4 = 1'-0' ELEVATION -C ATTIC VENT CALCS CALCS AREA 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 SQ -1N. 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 AREA OF ATTIC 1250 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.FT. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 %IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300 0 SQ 1N OFF RIDGE VENTILATION AREA 115 SQ.K/MT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENM ATION IN TOP OF ROOF 300 SQ III. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 140 SQ.FT. NET FREE VENTILATION AREA REQUIRED 1/150) 0.93 SQ.FT. REQUIRED VENTILATION AREA (0.93 x 144) 134.4 SQ -IK SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./IF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 36 I LF A R C H IT E C T S Desaon Grounc. LunGwUw, rL sz 10V PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: FRONT & REAR ELEVATIONS DATE: 6/12/18 SCALE: 1/491=10—Opt SHEET 1 OF 9.11 18'-8 3/4" 2ND BRC. HCT, W1 8" HEEL 4 4 10'-8 3/4" 2ND F.F._ 9'-4" BRC. HCT. OL - 8' -0" HDR. HCT. _ _ -------'- _ OL SHINGLES 5�12 12 OFF -RIDGE VENT 5 OFF -RIDGE VENT -O" 18'-8 3/4" 2ND BRC. HCT, UJ/ 8" HEEL TEXTURED CEMENTIOUS�) @ COATING PER (ASTM Mot) r C (TYP) @ 12 1' -0" _O" _ _ _ _ _ _ _ - _ _ _ _ _ _ 5 _ 10'-8 3/4" 2ND F.F. BRC. HCT. _ _ _ _ _ _ _ ,�8'-O" HDR. HCT. �t TEXTURED CEMENTIOUS) csJ OPEN COATING PER (ASTM C92(o) 21-0" C (TYP) 0'-0" FIN. FUR -OL - - - - - --------------------------------------- + em 18'-8 3/4" 2ND BRC. HCT.O UJ/ 8" HEELS - - N 12 10'-8 3/4" 2ND 9'-4" BRC, HCT. 8'-O" HDR. HCT.oL _ LEFT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION -C OFF -RIDGE VENT SHINGLES —STONE VENEER O'-0" FIN. FLR. ,` 18' -8 3/4" 2ND BRC. HCT, UJ/ 8" HEEL -0 TEXTURED CEMENTIOUS�) COATING PER (ASTM CS26) (TYP) @ N r 12 1'-0° lO' -8 3/4" 2ND F.F. 9'-4" BRC. HCT. - - - - - - - - - - - - - - - - - - - - - - 8'-0" HDR. HCT. _0it OPEN TEXTURED CEMENTIOUS�) ;- COATING PER (ASTM C926)-1 OPEN -O" �fri t `� (TYP) C O' -O" FIN. FLR ``' N - - - - - - - - - - - - - - - - - - - - - - �O'-O" FIN. FLR. STONE VENEER RIGHT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION -C 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 1 \0000000001 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: LEFT & RIGHT ELEVATIONS DATE: U SCALE: SHEET 2 OF90 11 CONPONCNT AAD CLADDING WILD LOADS BA81C WILD FOR 3 SECOND GUM CALL f SQ.FT. CALC.9S ZONE 150 NPH WILD 1 IST FLR LIVING 2ND FLR LIVING 912 1210 SQ. FT. SQ. FT. 24.80/-30.16 WRAP t0 8'-4' AFF. TOTAL LIVING ENTRY GARAGE LANAI 2,182 40 441 140 SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2 24 3080 DR TOTAL 2,803 SQ. FT. 33 (2) 25 -SH 4 CONPONCNT AAD CLADDING WILD LOADS BA81C WILD FOR 3 SECOND GUM CALL f SWAM FOOTAGE wwm DESKMTION ZONE 150 NPH WILD 1 112 161-01 X 11-01 6101X11-0' 5 24.80/-30.16 WRAP t0 8'-4' AFF. 2 24 3080 DR 4 2715/-36.05 3 33 (2) 25 -SH 4 29.1/-31.80 4 64 6080 SGD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =11(o MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F�FRIOZR t0 DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEWITE TREATED SPRAY 2x4 u • w' or— \\CABINET SECTION ^1 T1 /All FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'C' A R C H IT E C T S wnunruuv, rL at rau PH: 407-774-6078 FAX:407-774.4078 www.abdesigngrou p.com AA #: 0003326 mj r 141 -/All K/ 5 II _X6 F.T. POST W/ UID. � 'n WRAP t0 8'-4' AFF. -------------- ;� X BEAM t0 MATCH I COLUI'�1 WIDTH I I I LANAI I I 14'-0'X10'-0' 0 6, I II I II II II I I II II 6080 SGD I ( (2) 25 -SH \000000000 3 O O 0 0 GREAT ROOM e i[l 9'-4' CLG. ' 5'-2" r N X64X6 POST LBW POST ------------------- C LBW � 4 -SH PANTRY -� 0 L--- ---- i 9'_4'cLG — — — — — PED INK @ N i x i • • -_' PDR 0 r i i �i ,.0 (9'-4' CLG. dl SINK �' T s' MUD ROOM III$ z -1 HITa cHL�NSB -` 9'-4' CLG. T N WC _ RA1*3E `�' _______=__ _ — _ — — T — — ___- FOYER ___ ------- 91-41CLG. zQ M.T.CABINEt DBL. S CROWN D/I c Z GOND. MOULDING VENT MaIUAVE N _ • TO EXTERIOR 4'1 BOLLARD o � N 2 CAR GARAGE 20'-0'x20'-4' _ 9'-4' CLG. N O LANDM `r N 2 -0" M.T. 1 5'-1011 1514 11 ENTRY 9'-4' CLG. 4 LIM -------- _LINE OF 2ND -I — TONE 4 VENEER FLOOR ABOVE ---- ---------r--- 0 16'-0' X 1'-0' OI -w N N STONE O VENEE V L -4" 21'-4" at -S" 30' -0" FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'C' A R C H IT E C T S wnunruuv, rL at rau PH: 407-774-6078 FAX:407-774.4078 www.abdesigngrou p.com AA #: 0003326 mj r � \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: FIRST FLOOR PLAN rARCHrTECT.- STATE OF ROPoDA 2 o m DATE: 6 /12 /18 SCALE: 1/4"=11-0" SHEET 3 OF 9.1 CONPONENr AND CLADDNG WIND LOADS BASK WIND EXPOSURE FOR 3 SECOND GUSTS CALLi SOUARE FOOTAGE WK/DR. DESIGNATION ZONE 150 NPH WILD Il ul T � (2) 3050 -SH -r-- Q 1 30 EGRESS 5 2S 2/-38.15 2 15 LL_ -__jI __ 4 28.65/-31.14 TEM,, EGRESS 4X4 Ll O 3 15 3 4 28b5/-31.14 11 TEMP VIST 4 15 3050 -SH 5 28b5/ -3i85 I �,tp EGRESS 4A 15 BL. STUD 4 28.65/-31.14 cv ESS ft BEDROOM 3 5 12 30 5 29.08/-38.10 8'-0' CLG. _ TEMP 6 15 1 4 28.65/-31.14 r EGRESS WIND DESIGN CRITERIA A. 5A51C WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM TIME FMISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 10'-5 3/4' 2ND. FIN. FLR 9'-4' Bi?Cx. HT. ,L 42' HIGH } WALL (3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS a 6'-8' O.G. 2xI2 S.Y.P. TREAD 2x4 RE-INFORCING® EA. 2xI2 STRINGER ' KICKPLATE 2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4' T40 SUB FLOOR GLUED 4 NAILED DBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN. 1 1/4' EMB. 24' O.G. STAGGERED 0'-0' FIN. FLR 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE F'RE-ENG. FLR. TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SU15 FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE M z m 2x6 LANDINGS II 1011 MIN. / 10 / 11 4' / PWDR. r / / / tIN. / / / STAIR DATA: / / 17 RISERS 07.57" / 16 TREADS 010" +1" NOSING `— 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. STAIR SECTION: 9'-4" BRG. HT. SCALE: 1/2 = 1'-0' ELEVATION 'C' LINE OF IST FLOOR BELOW I I I I I 30'-0" 0 la' -6" Q 21-0" I csJ I I E ,% 4A i LAUNDRY o� StHEET 8'-0CLQ. it nl Il ul T � -r-- Q 4' MAX ll I��I FOYER PER 4 -SH LL_ -__jI __ • • 83123 4X4 Ll O M z m 2x6 LANDINGS II 1011 MIN. / 10 / 11 4' / PWDR. r / / / tIN. / / / STAIR DATA: / / 17 RISERS 07.57" / 16 TREADS 010" +1" NOSING `— 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. STAIR SECTION: 9'-4" BRG. HT. SCALE: 1/2 = 1'-0' ELEVATION 'C' LINE OF IST FLOOR BELOW I I I I I 30'-0" 0 la' -6" Q 21-0" I csJ I I E ,% 4A r— u i LAUNDRY StHEET 8'-0CLQ. it nl Il ul T � -r-- 24 BF ll I��I 4 -SH LL_ -__jI __ • • 4X4 Ll O N -' 11 BATH 1 VIST 2'-11" '-0' CLG. 81-311 I �,tp BL. STUD cv ft BEDROOM 3 m 14'-0'X10'-0' Q 8'-0' CLG. _ 1 r �oo00v0oovr r— u O I (2) 30. I EGRI L— — — — — — — — LINE OF 1! 9'-211 5'-6" 1 21'-4" 0 9' -411 13'- 4" 0 OWNER'S SUITE 13'-0'X16'-0' 4X4 POS LOFT 12'-6'X9'-5' 8'-0' CLG. 42' NIGH RAILING BEDROOM 2 10'-10'X11'-0' 3'-6" 6'-a" 41_611 DBL, STU IR -18N 21-2" 4'-2" 0 TEMP I EGRESS W.I.C. I CLG. I I I LINE ISTFl I pc I^ t— o � 'Q dJ tt x XS `V POST I I I I I BELOIF J 4'-6" 4'-2" ,SECOND FLOOR PLAN SCALE: 1/4 - 1'-0' ELEVATION C rA R C H I T E C TS -) Des!gn Group Inc. wN�aa�wvv, rl. oc i av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r i LAUNDRY StHEET 8'-0CLQ. it nl Il ul T � -r-- 24 BF ll I��I 4 -SH LL_ -__jI __ • • 4X4 Ll O N -' BATH 1 VIST 2'-11" '-0' CLG. 81-311 I �,tp BL. STUD cv ft BEDROOM 3 m 14'-0'X10'-0' Q 8'-0' CLG. _ 1 r O I (2) 30. I EGRI L— — — — — — — — LINE OF 1! 9'-211 5'-6" 1 21'-4" 0 9' -411 13'- 4" 0 OWNER'S SUITE 13'-0'X16'-0' 4X4 POS LOFT 12'-6'X9'-5' 8'-0' CLG. 42' NIGH RAILING BEDROOM 2 10'-10'X11'-0' 3'-6" 6'-a" 41_611 DBL, STU IR -18N 21-2" 4'-2" 0 TEMP I EGRESS W.I.C. I CLG. I I I LINE ISTFl I pc I^ t— o � 'Q dJ tt x XS `V POST I I I I I BELOIF J 4'-6" 4'-2" ,SECOND FLOOR PLAN SCALE: 1/4 - 1'-0' ELEVATION C rA R C H I T E C TS -) Des!gn Group Inc. wN�aa�wvv, rl. oc i av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r StHEET � ft �oo00v0oovr svBDiV. LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 114R1 PAGE: SECOND FLOOR PLAN StHEET 24'x24'x12' CONC. FTG. W/ (3) 05 f�5AR5 EA. WAY 301-011 ON CHAT RFT IN. OUNDATION P SCALE: 1/4 - 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER t0 BE RLIN UNDERNEATH SLA5 OR OVERHEAD PER FIELD CONDITIONS S MIN. 3' COYER 13' -211 5 �� 16' -011 (2-TYP) ►n S I 5A I = S � 8 I 3 1/1' CONC. I C SLAB 3'-S" (0'-2" 20'-2" B +-NEI Ion 0 No on IN 3 1/2" I 5A I @ r I 3 V!' COIVC, REII�ORCED I Wl b'x6'-WL4 x Wl4 ■ ■ I 0'-0' FIN. ELEv. ort 6 -MIL POLY E?H1'LEr� I VAPOR BARRIER ON 2 FIN. GONG. SLAB WELL-cohlP�ac?ED CLEAN FILL (BORA-CARE sYsrEry I HB @ � 2 �4 I 5A 24'x24'xl2' CONC. FTG. � E I 24'x24'xl2' CONC. FTG. W/ (3) «51�EBARS EA. 98 ■ �, ■ I W/ (3) 05 i�EBARS EA. WAY ON CHAIRS MIN. WAY ON CHAIiw MIN. 3' COYER 5A @ 3' COYER 2'-'l 1/2' t— �0'-0" �'-2 1/2" N i' PYC CHASE ELEC. IN - 41 I WH Q ISLAND r - irrai 1�SINK = a `Nil �� SfNK JJ lei®6i f1J 5A I 6' 5A I tj. I 5A cil I �-- ■ ■ 5A I I� I F s I � OFT. 5A EXtEND @ J I� ■ SLAB 1 1/2'-_� 2'-9" 4' -41 -(Bl 8'-7° 11,I 6'-10' 2'-6° _ ciJ 2 ICE MAKER 4 I I 2D C-4� 14' FVC CHASE ROUGH-fN 5A -STEM UP t0 BOLLARD I 5A EXtEND END 2ND. FLR A/C 20'-8" S" 4,' 3'-4" 5'-0" OF PVC. CHASE UP 12' I - ABOVE GONG. I 5 I ■ `~ SLAB 5A I 21 cp ■ EXTEND 5A I ■ SLAB 11/2' L J e CoA I e - 5A 31/2' coNc REIrFORCED D ■ ■ ■ ■ ON 6 -MIL POLY E?Nl'LE1�E I �-3 1/2 • W t3 I VAPOR BARRIER ort ~ 5A WELL -COMPACTED CLEAN FILL I 6A O IlkI C (BORA-CARE SYSTEM) I 5A --I liv 1 � HB I Q s ( O CONC. S @ 5A 24'x24'xl2'CONC. FTG. W/ (3) 05 1�EBARS EA.IF"- rA M � \000000000 WAY ON CHAIRS 3' COYER 21'-4" 30'-0" 8 R C H I T E C TS Design Group ��. i_vimvvrvvu, mm r av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 tlN m O L C l6 SUBDIV. 8c LOT: KENSINGTON .RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT# : 2997.000/11481 PAGE: FOUNDATION PLAN ARCHffECT4t�) 2 2 18 /1 - STATE OF FL ORIDA QROLAND A- neoucHncRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4"=11-09f SHEET 5OF9 (1) 9 REBAR VERTICALLY W/ CONC. TEXTURED GEMENTIOUS COATING CEXIURED CEMENTIOUB COATING RWV PER (ASTM !926) (TYP.) pI POUED CELL PER !ASTM 6926) (TYP.) (1) 45 REBAR VERTICALLY R-13 INSULATION MM R-4.1 INSUL. MIN. Com• POURED CEL - (I) �5 REEti4R VERTICALLY W/ CONIC TEXTURED CIEI ENTIOUS COATING R-13 INSULATION MIN. POURED CELL SCUDS 16' OiC. MAX CI) REE�LVERTICALLY W/ CON!. (1) 45 REBAR VERTICALLY z R_4 TEXTURED C TiOUS COATING PER !ASTM !926) (TYP.) STUDS Ib' O.G. MAX R-41 INISUL MIN V2' GYP W.. SD. z 8' CMU W/ CON- POURED CELL PER (ASTM C926) (TYPJ R-41 INSW.. MIN I/1 GYP. W. OD. CEJC7tURE0 CEMENTIOUB COATING WOOD S'� Q �' GYP. LL. 50• R-4.1 INSUL. MR WOOD BASE qi 8' CMU z PER (ASTM 0926) CTYP-) SECURE STUDS t0 BTM PLATE W/ TEXTURED CEMENTIOUS COATING p CEMENTIOUB COATING "' 1/!' GYP. W_ W. WOOD BABE PER (ASTM 0926) (TYPJ z SECURE STUDS TO BTM. PLATE W/ y L w 8, C1'I1 W SIMPSON SP -4 a 32. O.C. MAX 8' Crll L tL w PER (ASTM C926) (TYP.) W SIMPSON SP -4 • 32' O.C. MAX _— WOOD BASE z p z 0 CURE ST. PLATE TO SLK W/ J"' 3'-0' .- q 8 CMU i p SECURE ST. PLATE TO SLK W/ �'x9' w -� �— r V2' GYP. WL SD. ANCHOR SOLT W/ 2 WASHER SET IN w w 1/2' GYP. W_. SD. n z V2' GYP. W_. BD. ANCHOR BOLT W/ 2' WASHER BET IN p WOOD BABE SIMPSON HIGH STRENGTH EPDXY b' p d V WOOD SAS SIMIPSON HIGH{ STRENGTH EPDXY b' Y g O O EMBED. MIN. • 32 OG MAX. Y > eo O WOOD BABE O EM15W. MM. * 32' Or, MAX O REBAR b'-0' OG WHEN FOOTER F f j REBAR 6'-m• OG uAHEN, ° ° 9 HEIGHT EXCEEDS 24' ABV. GRADE P4' q Q° ° FOOTER HEIGHT EXCEEDS 24' z z q z m °n./1' CONG, KENNEL W/ b'xb' ° 3 1/2 CLONIC., REPINE. W/ b'xb WIAxWIA z 9 ° °WLF OR FIBERMESH ON 6 -MIL POLY °z° OWN i MIL POLY UALF OR ISER E &W 3 1/!' CONG., REINF. W/ 6'xb' iA a � 3 10 CONG, REW. Wl b'xb' 4 EiTHYLETE VAPOR SARRIER ON � 3 V2' CONC, REINF. W/ 6'xb' ap ° 3 1/Y CoNG, NEW. W/ b'x6' iq 31/2' CONC, REINP. LW 6'xb' 4MAX. SLOPE , .°. . X MAX. SLOPE VAPOR BARRIER ON WIAxWIA WWF OR FIBEIE"ESH ON WIAxWA WLF OR FIBER!-ESH ON X ,r a UEU.-COMPACTED CLEAN TERMITE WL4xWIA WLF OR FISERMESH ON = WlrtxWL4 WLF OR FIDERMIEBH ON =WIA WA IWP OR FIDEP M 614 ON q ,r ° a • b -MIL POLY ETHYLENE VAPOR , ° b -MIL POLY ETHYLENE VAPOR q TREATED FILL _ a • b -MIL POLY ETHYLENE VAPOR b -MIL POLY ETHYLENE VAPORtEAdMITE TREATED FILL • ° d b AA POLY R FI E R VAPOR WELL-GOMPAGTED CLEAN N9ARRIER oN WELL -COMPACTED BARRIER ON WELL -COMPACTED (I 11) �5 REFSAR GONTINuous uIHEN BARRIER ON WELL -COMPACTED BARRIER ON BARRIER ONCLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL Q —I I FOOTER HEIGHT EXCEEDS 3m' N3V. 3 1*, CONC. SLAB CLEAN TERMITE TREATED FILL WELLCOMPACCED CLEAN WELL -COMPACTED GLEAN III= (1) g REBAR z a z�—,�LGRADE oR PAVERS PER z aTMITE TREATED FILL FTERMITE TREATED FILL "� =1 I I CONTIN OU8 WHEN 4' 8' 4' > 4' 8' 4' (= I=1 I = , OLDS SPECS o> 4' 8' 4' O 4' 6' 6' 4' I=1 =1 I=1 • a a FOOTER DIGHT m !2) �5 REBAR ON CHAIRS in U C2) OS RESAR ON CHAIRS — (2) f5 REBAR ON CHAIRS U (2) r5 REBAR ON CHAIRb ^ u (3) 8 REBAR ON CHAIRS (3) K5 REBAR ON CHAIRS EXCEEDS 30 ABV. 1'-4' 1'-4' z w_ 3' MIN. COVER 1'-4' i' -S' I -8' z �u WR' faIQADE > 4' 8' 4' i > 4' 6' 6' [4VC3) A45 REBAR ON CHAIRS c1 3' MR COVER I'-8' 1—STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL 1A W ��WALL 18 W/ BLOCK WALL 1c STEP—UP 1—STORY 2 W BLOCK WALLSCALE, lt2'-ICFr'— 2 W FRAME WALL 2 W BLOCK WALL POUR WALL $01 -ID FOR (I) 45 RESAR * 16' OiC. MAX M 3 V2' COW- BLAS OR EMIRS LENGTH OF OPEN TO CONC. POURED CELL (VERIFY PAVERS PER OLDS SPECS AWYE CONDITION. PER PLAN) 3 V2' CONG, KENNEL W/ STUDS 16' OACMAX STUDS 16' OC MAX REINFORCE PER PLAN. R-4.1 INBIIL. MM COLUMN / POST 31/2' CONC, REINP. W/ b'xb' &1x6' WL4x IA b Mf R VARIESOPE VARIES AD OF GARAGE LOPE (1) 8 REBAR VERTICALLY PER PLAN WIAxW 4 WIF OR FIRER "EBH W/ GONG POURED CELL TE�(TLIQED CEMENTIOUS w ON 6 -MIL POLY ETHYLENE POLY ETHYLENE VAPOR a COATING PER !ASTM 0926) p VAPOR BARRIER ON BARRIER ON STUpB 16' O C. MAX Or- GARAIGE SECURE BT. PLATE t0 BLAS SECURE BT. PLATE TO SLAB R-41 MSUL MIN z 5 V2' • HEAD OF GARAGE VARIES WITH SLOPE W/ I"' ANCHOR BOLT W/ 2' N LW 1j'x9' ANCHIOR SOLT W/ 2' (TYP.) I WELL -COMPACTED CLEAN WELL -COMPACTED WASHER SET M SIMPSON WIG14 to WASHER SET M SIMPOl HIGH TEXTURED CEMENTIOUS ,� CLEAN TERMITE VARIES WITH SLOPE , COATING PER (ASTM 0926) 8' CMU TERMITE TREATED FILL SECURE Bt. PLATE TO SLAB STRENGTH EPDXY b Emaw. W STRENGTH EPDXY b EMBED. O SECURE BT. PLATE TO SLAB TIQEAI'ED FILL MIN. � 32' OG AX q MIN. 0 32' OG Wv kX9' ANCHOR BOLT W/ 2 WA SHE ANCHOR BOLI Wr 2'ol > 8' Q a o V2' GYP. WL W. ~ _w WASHER SET M SIMPSON HKGFH WASHER SET M SIMPSON - _ WOOD BASE 4 z HIGH STREfil 32EPDXY O MAX � ° °. �'^--•--•---� U2' GYP, lIA_. BD. in r F w� N w i STRENGTH EPDXY 6' EMBED. 1 w N q 2'-0' !MIN. N °//\//\//\//\//\//\// 1 w q r MIN. 32' OG ll! n q WOOD BASE o IN SLAB) 4 0 ,p °. a 31R CGNG, few. IN b")*1 � > - W OR I"WEIIIIIM CN� } q ° � F 6 a _ > ,- p LL z w \/\/\ ° //�\\/�\\/� //� //� //\ F b6MI APOLY ETHITI.pE YYN°L7R > d IX' p > ° . 3 1/Y CONC, KEITH. W/ b'X6' p 3WL4xWl 4 WO OR fISERMESH ° X X ° ON 6 -MIL POLY ETHYLENE q w DARIIER ON q Q e WL4xWA WUP OR fISERMEBH °. a 113 CN VAPOR CLEAN • ° > q ° ON 6 -MIL POI Y ETHYLENE q °. @V 'V a ° d VAPOR BARRIER ON z 9 ° _ a \ ° q r 3 V2' A WLF OR FIBERMESH ON �p WELL -COMPACTED CLEAN 0 m m E IEDr4R 45' LONG IY6' MOCK ° /\\/ > i8tlM11E TREAIED PILL w ° 3 I/! CONI. REIN. tW bk6 • °�.. • • > > -COMPACTED CLEJW °, a . : ° : • 24 OC, MN. 24 N uLA6 \ ° //\// p d.. ° V 6 -MIL POLY ETHYLENE VAPOR WL4xWIA UIP OR FIBERMES14 ON in TERMITE TREATED RILL 3 IR' CONI, FEW. 1W 65x6 / Q z q ° 'd. ° TERMITE TREATED fILL q IAS W A4 OF OR FOEIV ON s ,p z � \ \\ \\/\\/\\ Q � i � BARRIER ON WELL -COMPACTED � ° • ° • d ON b -ML HOLY ETWtUM � • • 8 w O z 6 -MIL POLY ETHYLENE VAPOR g (2) I5 REBAR ON CHAIR B a ° d (3) 45 RE SAR ON CHAIRS 9 REBAR ON m U 4' 8' 4' 4' CLEAN TERMITE TREATED FILL r BARRIER ON WELL -COMPACTED YAFORON IY o SEE FOUNDATION j 4' CONI, REAF010CED IV q m U CHAIRS O 4' 6' 6' 4• ,L • - a . IRL-10"AGTED CLEW PLAN FOR 4' 4' 9 W . ° 1'_4' m U CLEAN TERMITE TREATED FILL lER IRE iPEATED FALL P80111"H AT A RATE OF 15 > FOOTER SIZE (SEE q m !2) �5 IQESAR ON CHAIRS ° n l() •5 REBAR I'-8' b, FOR CIbI Y,gpp ON � FOUNDATION w O 6' 6' 14- l3) �b REx3AR ^ 6' 6' 6' 6' 6-M POLY ETHTLRJE VAPOR Ck PLAN) z �, ° ON CHAIRS 4' 8' 4' 4' 4' 6' 6' [4',4' (3) 45 RE MAR ON CHAIRS ON CHAIRS 2'-0' DARI�R ON i 4' 8' 4' DELL -COMPACTED CLEAN PILL (3) 45 REBAR (DORA-CaIIE) 1'-4' ON CHAIRS LANAI/ENTRY 2—STORY FOOTING TYP. PAD FOOTING GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP STEP—UP 2—STORY W BLOCK WALL AT ENTRY LANAI NON—BEARING NON—BEARING 1—STORY L.B.W. 2—STORY L.B.W. 1—STORY L.B.W. 2—STORY L.B.W. 2C •- �D = 3 4 = 4 = 5 = A = 5 5 •_ POUR WALL SOLID FOR Lu !1) REBAR (1) 45 REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO (U �5 REBAR Ib' C.C. MAX, M Z p w -Q, ~� CONC. POURED CELL ABOVE CONDITION VERTICALLY W/ CONE RET E PER PLAN CONC, POURED CELL (VERIFY F q o ° POURED CELL PER PLAN) z 'v (1) 45 REBAR COATINGPER (ABTA !926) ro = O;IA 11)= d 3 I/2' CON!, REEINF. lW b'xb' Z 8= p.AJ z 8' CMU VERTICALLY W/ (TYP.) '- 6 -MIL IOU= OR FILERFESH ON fOJ� 'A 6 -MIL POLY ETHYLEAE VAPOR } BARRIER ON W .4 W z CONI. POURED CELL 8' cMu +��m 3 I/2' CON!' REMF. W! 6'xb' d WA=LL -COI -COMPACTED CLEAN z r z p Q 8' CMU 7.i I -0. p WIAxW,4 W!F OR FIBERMESH ON ° TERMITE TREATED FILL CURB HEIGHT VARIES '�'� l) 4' 6 -MIL POLY ETHYLENE VAPOR O CURB HEIGHT VARIES ip O CURB HEIGHT PARIES ` VARIES CURS HEIGHT 2'-0' GAIN. 8' CLEAN iERMI TREATED _ILL BARRIER ON IN SLAB) ° a CI) �5 REBAR ON GaA1Rb z w (2) 45 RE75AR ON CHAIRS LIJ 06� a m W �xWA WWF OR FIOERREINP. W1 MESI•H ON THICKEN EDGE -s > '� $ 14' '' a' 14' > z j z °° w p c I'-0' 6 -MIL POLY ETHYLENE VAPOR (� BGALE:1/1'•I'-0' E f° .. T ° a BARRIER ON WELL -COMPACTED p o a s `-3 V2' CONC, REINF. W/ 6'x&1 d a 3 V2' CONC, RE W. W/ b•xb• � F ' r Z a, , 2,V � 224Lail' � GLEAN TERMITE TREATED FILL 1—STORY FOOTING W 4xWIA WWF OR FISERNEBH ° WL4xWL4 W.UF OR FIOERMESH io 3 V2' CONC, RHINE. W/ 6'x6' ON b -MIL POLY ETHYLENE • . • _ ON 6 -MIL POLY ETHYLENE = WAxWA wLF oR fIBERMESH �, AT FRONT PORCHES VAPOR BARRIER ON - ' ' aTTDE OSP % (v �5 REBAR ON GHAIRU3 VAPOR BARRIER ON ° .°s . ON 6 -MIL POLY ETHYLENE WELL -COMPACTED GLEAN VAPOR BARRIER ON WELL -COMPACTED CLEAN W TERMITE TREATED FILL WELL -COMPACTED CLEAN w- 6- P132 CIEIC YARD ON Z a 4' 8' 4' TERMITE TREATED FILL z ? 4' 6' 6' 4' _ 6HNA. POLY ErrMJM VAPOR z W-' TERMITE TREATED FILL E �u 4' 6' 6' 4' 6' IS 6' 6' MAIIiIER CN C2) w3 REBAR in OV I' -S' (3) S REBAR ON CHAIRS 1= � � O `^ IELL-COMPACTED CLEAN PALL Off. SECURE BT. PLATE t0 U ON CHAIRS q U U I'-8' l3) �8 REBAR ON CHAIRS 2'-¢�' (DORA-CAFV ENCLOSURE SECURE STUDS SLIK W/ J"' ANCHOR (3) l5 REBAR SOLT W/ 2' WASHER SET M ON cHAIRU3 GARAGE DOOR FOO TING SCREEN ENCLOSURE TO BTM. PLATE 81MPBON ' WA STRENGTH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING 7 8G4LF..1d'.i'-� MANUFATTACACTUREMENT RS AS PER WV81r'1PSO—MAXN SP -4 ' 1— STORY FOOTING AT GARAGE GARAGE BLK. WALL AT GARAGE OPEC6. 32.Olw MAX EPDXY b EKED. MIN SPECS. 32' OG MAX. @)__ATI� RAGE 6 A = 6 B = . _m 6 C = . _m . _m m' -m' FM. fLR 9 3 1/2' CONC, REINF. W/ • b'xb' WIAXWA WLF OR SECURE ST. PLATE TO ` ` POEIEMESH ON 6 -MIL SLAB W/ J'x9' ANCHOR / t SECURE ST. PLATE TO BOLT GLV 2' WASHER SET IN POLY ETHYLENE VAPOR SLK W/ (1)10d MASONRY SIMPSON HIGH BTRENGTI-I z BARRIER ON NAILS 0 32' O.G. (MAX) EPDXY b' EMDED. MIN. 0 PgVERg 6' E pO 4' 8' 4' WELL ITE TRE -COMPACTED CLEAN 32' OG MAX z `^ a I'-4' TERMITE CREATED FILL � I �5 CONT. I'-0' (2) 9 REBAR ON CHAIRS POURED LINTEL CONT. (TYPJ B' CMU FILLED CELL (TYP.) (') Ob RES R 8Et 1N SIMPSON H'R'H TRENC�LF OOTING1—STORY FOOTING z STREtlIGTH EPDXY 6' EMBED. MIN av1� AT L.B.W. W UPLIFT 2X WALL FRAMING 3 1/2' CONC, REINF. W/ ° (3J9X8' ANCHOR BOLTS or (3)JW' ° • • • 3 V2' GONG, KENNEL UJ/ J-SOLTS MIN. 6' EMBEDMENT W/ 2'X2'XV8' bkb' WIAxWAA WIF OR WASHER ,AND NUT SPACED EVENLY FROM Z W FIBER 814 ON 6 -MIL b WAxWIA WLF OR FLOOR TO BOND BEAM. SET M JOINTS T POLY o "IES14 ON 6 -MIL PRIOR t0 FILLING. (SLEEVED ANCHOR IN ° a 3 1/2' CONC, KENNEL LW 6'x6' OU 4' 8' 4' BARRIER ETHYLENE VAPOR ;�,� U POLY ETHYLENE VAPOR SOLID POUR ACCEPTABLE RETROFIT) ° ° °a ° W44xWIA ULF OR FIBEPIMESH ON m' -m' FIN PLR. WELL-COIIPACCED GLEAN BARRIER GN i'_4= TEIQMI7E TREATED FILL 4' ' -0' 4' !ISLE -COMPACTED CLEAN • ^• SAR POLY ETHYLENE VAPOR ° ° C2) 15 REBAR ON CHAIRS I' -S' TERMITE TREATED FILL BARRIER ON WELL -COMPACTED ° C3) •5 REBAR ON CHAIRS CLEAN TERMITE TREATED FILL d d TVP. RETROFIT FOR e GROUTED BOND �� 1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO VARIES PER ELEV: AT L.B.W. W NO—UPLIFT Q AT L.B.W. BLOCK WALL CONNECTION A OMITTED DOWELS TIE ORIZATI REBAR ' 9 SGaLEs 1/1'•1' B BGALEt I/1.1' To AIRWV 10'NO 1 TE VERTICAL REBAR SCALE= V2'•I'-m' : • _m pp REBAR W/ im HOOK F TO HORIZATIONAL `^ U 6' PVC CHASE THRU FOOTING GROUTED BOND SENA ° a.. REBAR W/ �' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV. - VARIES PEIR ELEV. CAULK AND SEAL (2) 45 REBAR ON CHAIRS ° (-STORY °.:.° GROUTED BOND SEAM 3' 3' (3) O!5 RE3AR ON CHAIRS � (2) 45 REBAR a I -STORY - ° (3) 95 RESAR 0 2 -STORY d °a d d a OUTSIDE REBAR Co DE GAS LINE (U g REBAR VERTICALLY W/ GONG °Al CONTINUOUS POURED CELL ' 1 }' PYC SLEEVE FOR GAS LIFE ° R-4.1 I SUL. MR / \\ CONT. �'T' 1'cV 0 8' GMU In, GYP. WL SD. t 1/ I COQ �{ I. Z l N 4 °' WOOD � d >:Q z 11 1/2' DRYWALL 2'-i' MIN. LAP Y_ (L W , , SHOWER RECESS FOOTER j p `b WWP OR POLY ETHYLENEREINF. 'HVAPORR a° ON 1 O = CLEAN TERMITE TREATED FILL FOR INSPECTION FOR INSPECTION WOOD BABE B REBAR LAP AT FOOTING BARRIER GNWELL-C0IMPACtED °A. —CLEANOUT REEQU►RED ° cLEANouT REau1RE0 z z ,. a . 1' RECESS FOR a' ° z SCD. TRACK ° o 4 a ('� FINISH FLOOR ° io 6' PVC CHASE THRUU FOOTING °N 01-01 FIN. FLK. N m' -m' FINFILM, cp .. ° TIE VERTICAL IQEBAR� ° °a . < TIE VERTICAL RESAR (1) 05 VERT. DOWEL ° a TO HORIZATIONAL ° d t0 HORZATIONAL W a . a LAPPED W/ BOND BEAM _ a. <' REBAR W/ 10' HOOK TORY a. < REBAR UV 10' HOOK > °° (1) O5 REBAR AT CORNERS Op 4' 8' [41 (Z REBAR ON CHAIRIB ° W/ 25' LAP MIN "� U 2 -STORY F ° (3) O5 RESAR ON CHAIRS' a a . ins �u 44 °a °.4 HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE 11 SCa.E= 1'•I''m' G , . c AT LINTEL CORNERS D = , CA R C H I T E C TS wrvuwuuu, rL az/au PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 000332$ r � \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: FOUNDATION DETAILS ARCHfTECT- 8TATE OF RORIDA 112 ROLANDAR NO 99i23 �� DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET 5 Aor 9. 1 101-10" 101-2" 31-4H 25'-4" cp■ 2(o'-0" c!� Nk ilk r- cA ■ ■ N dJ N 1.(1 m cp N ■ ■ ■ N ■ i ■ N i ■ e ' e� • r m 4'-S" - + Sol e ■ ■ N 11- 8" 7r - DOWEL P SCALE: 1/4 = 1'-0' ELEVATION C A R C H IT E C TS FAX:407-774.4078 www.abdesigngroup.com AA M 0003325 r _ � \D00000000J SUHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/11481 PAGE: DOWEL PLAN SCALE: SHEET 5BOF9. 1 0 LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION -C GENERAL NOTES: 1. CODES I.FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 a R6(06 2, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 19012 4 2107. 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 GOMPRE55IVE STRENGTH AT 28 DAYS: 2.1.1. F'RE-CAST W/STANDARD REINFORCEMENT -4000 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM G416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO 11' SLUMP. 22. REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM 4416 1 -WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2b. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 3.2. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 r EXTERIOR MASONRY WALL 5%.14EIC•i#"ITS 11111111 9'-4' 5%. LOAD 5%. WALL NON -51%. WALL I3 �(1) 05 CONTINUOUS / '8"X16* KNOCKOUT BLOCK •�3000 FlOUELTD) . PLACED INSI PH. <407) 656 2112 TOP BARS:- ARS:SEE •, SEESCHEDULE 4 (1) #5 CONTINUOUS r t ...1 .. TotalT Length yp e T 4'-0" x y (TIE3D ORSTIRRUPSD) (BOTTOM Type BAR W DOOR HEADER SOLID SEE SCHEDULE (PRECAST) l -Y- 8/16 -S-(1) #5/(1) #5 PRECAST L 0 T T 1 S gr�' CONCRETE TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS WINTER GARDEN, FL 34777 PH. <407) 656 2112 LINTEL ' SAFE LATERAL (PLF) LOADS LINTEL SAFE LATERAL LOADS (PLF) TotalT Length yp e 8'x8' PLAIN 8'x8' SOLID Total Length Type B' DOOR HEADER PLAIN W DOOR HEADER SOLID 2'-10' Precast 1995 3%4 3'-8' Precast 1112 2011 3'-6' Precast 1168 2318 4'-0' Recast 950 1611 4'-0' Recast 844 1614 4'-2' Recast 861 1521 4'-6' Recast 638 1266 4'-4' Recast 185 1386 4-8' Recast 586 1163 4'-8' Recast 659 1165 F-4' Recast 666 1355 F-8' Recast 650 1111 (2).3 Recast 543 1105 b'-8' Recast 504 964 6'-4' Recast 634 1364 T-8' Recast 411 lbl 6'-6' Recast 612 1288 8'-8' Recast 356 664 b'-8' Recast 518 1211 9'-8' Recast 28b 535 1'-6' Recast 446 938 1348 5'-4' PRECAST T -B' Recast 425 894 W-0' Recast 381 814 8'-4' Recast 354 145 9'-4' Recast 211 583 10'-6' Recast 192 453 II' -4' Recast 195 (120 12'-0' Recast 164 549 12'-6' Recast 143 504 13'-4' Recast 116 404 14'-0' Recast 99 391 14-8' Prestressed NA 341 15'-4' Prestressed NA 302 Il' -4' Prestressed NA 20 19'-4' Prestressed NA 116 20'-0' Prestressed NA 159 21'-4' Prestressed NA 131 22'-4' Prestressed NA 120 24'-0' Prestressed NA 93 NR • Not Recommended 561 311 L 0 T T 1 S gr�' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. <407) 656 2112 FIELD) ' TYPE ' •' : TOP BARS: LINTEL LENGTH 9' - 4' COMMENTS NO. (1) /5 CONTINUOUS 5FZG NT. PRECAST L -I 11'-4' 8/3b-6d11U/(UL PRESTRESSED L-2 4'-6' 8/14-S-(UU/(0JL RECESSED L-3 4'-8' 8/Ib-S-(1X1/(0JL (2)12 L-4 1'-6' 8/1(v-5-(IZV(1)L 4815 L-5 "1'-8' 8A9,-6-(11UKI)L PRECAST d t� U, W :. W • N � 1)#5/(0) #5#5 8/6-S-0) #5/(0) NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR S❑LID LINTEL 18/16-P-#U/#Ll No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 32, �9 (1) 05 CONTINUOUS 3 8'X16' KNOCKOUT BLOCK -.IV '�... �• • • . (2) STRANDS 7/16"-- 1 ' 7 WIRE STRESS RELIEVED MIN CA6kE PRESTRESSED 8/16-S-(1) #5/(1) #5 PRESTRESSED 3000 PSI TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS FIELD) ' CLEAR $PAN ' •' : TOP BARS: LNTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY CAPACITY CAPACITY (IML (0)WU „ •} SEE SCHEDULE UPLIFT CAPACITY InL 11)15U UPLIFT CAPACITY flnL (2nU (1) /5 CONTINUOUS 1'-6' PRECAST (2)11 1 (2)12 4245 :: (71ED"OR WRELDED) T 4'-0" cc .tiiaD ico 100'00 (2) STRANDS 7/16"-- 1 ' 7 WIRE STRESS RELIEVED MIN CA6kE PRESTRESSED 8/16-S-(1) #5/(1) #5 PRESTRESSED WZ- NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BC70M TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (0nL 05U (1751 (17511 (1751. (1150 (U51- (2)5U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY IUPLIFT UPLIFT LENGTH SPAN CAPACITY CY CAPACITY CAPACITY 80770M BAR TOP BAR (0A (1150 �(IDCSFAVU-TE (1151. (D -5U (InL WSU TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPEW I CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0751- N% (U5L MSU (1)51. (1750 (USI (2nU TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR $PAN LINTEL TYPE LNTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY CAPACITY CAPACITY (IML (0)WU GRAVITY CAPACITY (1751- (1x111 UPLIFT CAPACITY InL 11)15U UPLIFT CAPACITY flnL (2nU 2'-10' 1'-6' PRECAST (2)11 1 (2)12 4245 1809 1809 8519 100'00 3'-b' 2'-2' PRECAST (2)-2 (2)12 1415 3831 3831 4815 4815 4'-0' 2'-8' PRECAST (2)12 (2)12 1183 2111 2711 3386 3386 4'-6' 3'-2' PRECAST (2)12 (2)11 1343 2165 2165 2608 2608 '' 3'-4' PRECAST !2712 (2)12 1232 2011 2011 2421 2421 4'-0' PRECAST (2).3 (1) 4 1006 1651 1651 1810 1881 4'-b' PRECAST (2) 13 (2) 7 860 1423 1423 1410 1609 5'-0' PRECAST (2)-4 (2)12 140 1283 1283 1216 1405 N $'-2' PRECAST (2)4 (2)+2 110 *232 1132 1145 1348 5'-4' PRECAST (2)4 (2) -2 682 1184 1184 1081 12% 6'-2' PR'cCAST 121 s4 (2)12 510 991 991 825 1082 b'-4' PRECAST (2)-4 (2)Q 551 959 959 184 1041 6'-8' PFECAST (2)'4 (2)12 518 902 902 112 984 8'-4' T-0' PRECAST (2)-4 (2)12 485 851 851 648 92l T-4' 8'4' PRECAST W-4 (2)11 416 126 126 499 190 10.6' T-2' PRECAST (2)-4 W-2 354 618 615 380 613 11'-4' 10'-0' PRECAST (2) 5 (2)3 315 561 561 311 bel 17-0' 10'-8' PRECAST (2) 15 (2) 3 292 525 525 211 561 12'-6' 11'-2' PRECAST WS (2)-3 217 498 498 151 512 13'-4' 11'-0' PRECAST WS Ws 255 458 458 214 442 14'-0' 12'-8' PRECAST (2) 5 (2) 3 239 430 430 190 3% 14'-8' 13'-4' PRESTRESSED (2) 4 (2) 7 NR 418 418 230 446 I5'-4' 14'-0' PRESTRESSED (2)-4 (2).2 NR 319 319 210 401 IT -4' W'-0' PRESTRESSED (2)-4 l2) 0 NR 288 285 163 311 19'-4' I6-0' PRESTRESSED (2)s (2).3 NX 224 224 131 254 20'-0' 18'-8' PRESTRESSED (2) 5 (2) 3 NR 201 201 122 231 21'4' 20-0' PRESTRESSED WS (2).3 N.R. Ill Ill 101 208 ' 22'-0' 20'-8' PFESM65ED (2)s WS NR 164 164 100 195 24'-0' 22'-8' PRESTRESSED (2) 5 WS NR 132 132 84 163 WZ- NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BC70M TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (0nL 05U (1751 (17511 (1751. (1150 (U51- (2)5U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY IUPLIFT UPLIFT LENGTH SPAN CAPACITY CY CAPACITY CAPACITY 80770M BAR TOP BAR (0A (1150 �(IDCSFAVU-TE (1151. (D -5U (InL WSU TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPEW I CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0751- N% (U5L MSU (1)51. (1750 (USI (2nU TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (0)5L (1750 (InL (I)SI (11-11- (17511 (951 WSW TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LNTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN t GRAVITY CAPACITY I CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (InL 'CAU (175L (I)SU LU51-0)'51.1 �0'51L(2)'5(1 4')li! 31' 3a' 1j. 8/16-S(l)#51(1)#5 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR INTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN I CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR I Wnl- (1)50 (IML MSU (U51- 0U5U (U'5L (2750 TABLE No. 8 REINFORCING SCHEDULE Sc LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)SL(1)SU (inL (1750 (InL (InU (1)15L (27511 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY j BOTTOM BAR TOP BAR (0)'51. (1)511 (InL (P% ()5L (I) -5U (U51- (2x,A1 M W-4 (2) •4 3j' 3a' A R C H IT E C T S Desir1nc Group stti n. nvnr�a_v ns.raar�n ussr v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES � SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTCM BAR TOP BAR !051- (U511 (I)SL (1750 (175L (I 511 (U51. (2)5!.1 l' -b' PRECAST W-2211 0" 10000 10000 10000 3'-b' 2'-2' PRECAST (2)-2 ) 10009 10000 10000 10000 4'-0' 1'-8' PRECAST /2)11 f1) 4 1916 10000 6000 10000 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (0)5L (1750 (InL (I)SI (11-11- (17511 (951 WSW TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LNTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN t GRAVITY CAPACITY I CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (InL 'CAU (175L (I)SU LU51-0)'51.1 �0'51L(2)'5(1 4')li! 31' 3a' 1j. 8/16-S(l)#51(1)#5 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR INTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN I CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR I Wnl- (1)50 (IML MSU (U51- 0U5U (U'5L (2750 TABLE No. 8 REINFORCING SCHEDULE Sc LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)SL(1)SU (inL (1750 (InL (InU (1)15L (27511 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY j BOTTOM BAR TOP BAR (0)'51. (1)511 (InL (P% ()5L (I) -5U (U51- (2x,A1 M W-4 (2) •4 3j' 3a' A R C H IT E C T S Desir1nc Group stti n. nvnr�a_v ns.raar�n ussr v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT STATE OF FL IDA .10% 12 11 DATE: 6/12/18 SCALE: 1/4a'=1a-09a SHEET 5COF901 4. r-1,4TEi,I,4LS f'c 8" precast lintel = 4000 psi I. f'c prestressed lintel = 6000 psi 2. Grout per ASTM C416 f'g = 3000 psi w/ 3. maximum 3/8 inch aggregate 4 8 to II inch Slump 4. Concrete Masonry Units (CI`1U) per ASTM C90 w/minimum net area compressive strength = 1900 psi 5. Rebar per ASTM 4615 grade 60 Prestressing strand per ASTM A416 grade 6. 210 low relaxation Mortar per ASTM C210 type M or S 1. 8 EXTERIOR MASONRY WALL 5R3. WEIGHTS BAs. LOAD BRC. WALL NON -BR's. WALL C3ENEIP,,4L NOTES Provide full mortar bed and head joints. Shore filled lintels as required. I Installation of lintel must comply with the architectural and/or structural documents. U -Lintels are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. Reference the CAST -CRETE Load Deflection Graph brochure for lintel deflection information. Bottom field added rebar to be located a the bottom of the lintel cavity. "1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 4 AST RETE] LINTEL SCHEDULE LINTEL NO. LENGTH TYPE `51-41 BR's WT. COMMENTS L-1 Ii' -4' SF36-15AT PRESTRESSED L-2 4'-6' SRF14-OBAT RECESSED L-3 4'-65 OF16-05AT 8UB L-4 '1'-6' Mb-15AT 1569 L-5 7'-6' OFI6-15AT 5263 9. Safe load rating based on rational design analysis per AGI 318 and AGI 530 10. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with AS TM C-296 or other approved coatin pp . 9 Il. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical loadApplied horizontal load + S 10 Safe vertical load Safe horizontal load er Capacity 12. Additional lateral load cap y can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: [RUN No" SCALE: 1/4 = 1'-0' ELEVATION -C Pm =1500ps i SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 1/2" CLR TYP \-(2) *5 REBAR 40 or G G 60 0 0 R R SAFE L04D 7,45LE NOTES I. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled linters must be reduced by 20% if bearing length is less than 6 1/2 inches. 2. N.R = Not Rated 3. Safe loads are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. One +1 rebar may be substituted For y ed o two 05 rebars in a' lintels only 6. The oesigner may evaluate concentrated loads From the safe load tables by calculating the max;,m resisting moment and shear at d -away from face of support. 1. For compo6ite lintel he opts not shown, use safe load from next lower he ght shown. 8. For lintels lengths not 5,own, use Safe load from next longest length shc_n 9. All safe loads in units c, pounds per linear foot 10. All safe loads based v simply supported span. Il. The number in the the pa -enthesis indicates the percent reduction for c-ade 40 field added rebar. Example 1'-6' lin e', type SF32-16 safe gravity load - 6472(m, _ 151% redueticM 64-12 (.85) = 5501p If T''PE PESIGN,4TION F = FILLED LUITH GROUT / U = UNFILLED r --QUANTITY OF S REBAR AT 11 BOTTOM OF LINTEL CAVITY �1=1IE3/17 QUANTITY OF 05 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 'P— REBAR AT TOP -11N. (1) REQ'D CLEAR 1-5/8"ACTUAL� 5" NOMINAL WIDTH C.M.U. 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 0,AFF I e)Ar')4 0 PkA/FT) R"PrPFrdF,T II -1 INITPI A ' are UPLIFT LATERAL OVERALLLINTEL LENGTH (TYPE OF LINTEL) BF8-Ii 8,12-1T 8F[& -IT 8P20 -1T 8K4 -IT SM81-IT SF32-rf 8UB BFB Ram 1569 2655 3524 4394 5263 6132 1001 2'-8' TO 3'-b' (PRECAST) 1025 1024 1598 3'-l' TO 4'-0' (PRECAST) 1363 2305 3060 3815 4510 5325 6019 165 163 1309 4'-i' TO 4'-6' (PRECAST) 1201 2040 2101 3315 1 4043 4111 5319 592 591 1013 4'-1' TO 5'-4' (PRECAST) 1016 1115 2216 2838 3399 3961 4521 411 411 143 5'-5'T0 5'-10' (PRECAST) 909 1561 2080 2593 3101 3620 4133 340 339 616 5'-11' TO b'-6' (PRECAST) 835 1401 1868 2329 2190 3251 3112 501 121 490 6'-l' TO 1'-6' (PRECAST) 121 1065 1624 2025 2426 2821 3228 424 534 363 l'-1' TO 9'-4' (PRECAST) 591 106 1136 1414 1615 2151 2500 326 512 230 530515 916 1168 1461 n36 2011 9'-5' TO 10'-6' (PRECAST)284 401 180 10'-1' TO 11'-4' (PRECAST) 414 504 800 1031 1214 1513 1153 260 452 154 410 458 124938. 1153 1369 1585 11'-5' TO 12'-0' (PRECAST) 244 402 131 12'-I' TO 13'-4' (PRECAST) 418 386 601 185 964 1143 1323 211 324 110 394 394 358 560 124 889 1054 1220 13'-5' t0 14'-0' (PRECAST) 293 100 239 334 520 612 825 91e 1131 14'-I' 70 14'-8' lFRE6TRE95EDJ NR 284 91 14'-9' TO 15'-4' (FIMSTRESSED) 224 1 313 486 621 169 911 1054 NR 259 83 15'-5' TO Il' -4' lPRE6TRES5ED) lel 26.3 405 521 638 l56 Bl3 NR 194 64 IT -5' TO 19'-4' (PRESTRESSED) 161 229 348 441 94l 641 141 NR 148 52 19'-5' TO 21'-4' (PRESTRESSED) 142 204 301 393 480 568 655 NR 125 42 21'-5' TO 22'-0' (PRESTRESSED) 131 191 235 319 462 546 630 NR 116 40 22'-1' TO 24'-0' (PRE6TRESSED) 1i4 119 26l 342 416 492 56l NR 91 30 8"PRECAST W/2"RECE85 DOOR U -LINTELS SAFE LOADS (LBS/FT) 8" PRECAST W/2" RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774'8078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 2997.000/11481. PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT- STATE OF FLORIDA �N DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET 5 D OF 9. JL 1 0 LIN EL PLAN SCALE.- 1/4 = 1'-0" ELEVATION -C EXTERIOR MASONRY WALL BRCS. HEIGHTS 9'-4' BRCS. LOAD BRCS. WALL NON -BRCS. WALL QUALITYPRECAST COMPANY Ll!!\� 'STRONG' ❑N SERVICE P.0. Box 11 - Brandon, Florida 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES LENGTH TYPE: 9'-4' COMMENTS NO. LENGTH SPAN WIRE/ BAR BOTTOM BAR SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS L-1 1'i'-4' 8/36-64MU L LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN SMO-S-lulll(i l WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST 9'-4" 8'-0" PRECAST 10'-6" (0)#5L(1)#5U (1)#5L(i)#5U PRECAST (0)#5L(1)#5U (1)#5L(2)#5U PRECAST 12'-0"10'-8" 2'-8" PRECAST 12'4" 11'-2" 1 PRECAST (1)#5L(1)#5U 12'-0" 1 PRECAST 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 DETAIL'U' DETAIL'V' DETAIL'U' &'V' DETAIL'W' 2'-10" V-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 54" N-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 1 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 1 6723 10000 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6' 11'-2" PRECAST (2) No. 3 2 No.5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH 2 No.4 DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD WIRE / BAR BOTTOM BAR SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (2) U (1) #5 1 U , L DETAIL'DE' &'DP DETAIL'DG' 3'-8" 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 4401 4401 4'-2" 2'-10" 2 No.4 PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 3053 3053 5-8" 4'-4" 2 No.4 PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 1188 1267 91-8" 8'-4" 2 No.5 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 2 No.5 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No. 5 1250 1250 658 1300 QUALITYPRECAST COMPANY Ll!!\� 'STRONG' ❑N SERVICE P.0. Box 11 - Brandon, Florida 33509-0011 LINTEL LENGTH TYPE: 9'-4' COMMENTS NO. LENGTH SPAN WIRE/ BAR BOTTOM BAR 5F 3. HT. CAPACITY L-1 1'i'-4' 8/36-64MU L PRESTRESSED L-2 4'-6' 844-$-lUUl101 RECESSED L-3 4'-s' 8/16-6-MMOJL 6-2" L-4 T-6' SMO-S-lulll(i l PRECAST L-5 T-8' 8/16-6-Mul(il 8'-4" REINFORCING SCHEDULE & LOAD CAPACITIES 2'-2" SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 2'-8" LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U (1)#5L(1)#5U (1)#5L (2)#5U PRECAST DETAIL'H' DETAILV DETAIL W & V DETAILV 3'4" 2'-2" PRECAST 4'-0" 2'-8" PRECAST 4'-6" 3-2" PRECAST 4'-8" 3'-4" PRECAST 54" 4'-0" PRECAST 5'-10" 4'4" PRECAST 6'-6" 5'-2" PRECAST 7-6" 6-2" PRECAST 7'-8" 6'-4" PRECAST 8'-0" 6-8" PRECAST 8'-4" 7'-0" PRECAST 9'-4" 8'-0" PRECAST 10'-6" 9'-2" PRECAST 11'-4" 10'-0" PRECAST 12'-0"10'-8" 2'-8" PRECAST 12'4" 11'-2" 1 PRECAST 134" 1 12'-0" 1 PRECAST 14'-8" 1 13-4" PRESTRESSED 154" 14'-0" PRESTRESSED 17-4" 16-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'4' 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I UUUU I LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH I ] 2 No. 3 L QUANTITY OF #5 BAR AT NOMINAL HEIGHT LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER UPPER LINTEL CAVITY TOTAL CLEAR DOOR .ENGTH SPAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DETAIL'DB' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 929 929 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 559 559 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 294 1 510 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I UUUU I LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH I ] 2 No. 3 L QUANTITY OF #5 BAR AT NOMINAL HEIGHT 10000 UPPER LINTEL CAVITY 3000 PSI GROUT (PLACED IN FIELD) 2' 2' TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3, STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN =gyp 32'STIRRUPS AT o (TIED OR WELD D)4'-0" cc BOTTOM BARS ecu SEE SCHEDULE CO ni 7g, NOTES: '`-" 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN.BEARING REQUIRED AT EA. END - 4" 3, STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE t U4.5 W I R t 1 NO. J I UUUU I I UUUU I UuL)U I UUUL 2) D4.5 WIRE 2 No. 3 10000 10000 10000 1 000 2) D4.5 WIRE 2 No. 3 9550 10000 10000 1000( 2) D4.5 WIRE 2 No. 3 7207 10000 9863 1 000 2) D4.5 WIRE 2 No. 3 6614 10000 9053 1 000 2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 Z) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 Z) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 (2) No. 3 2 No. 5 1568 1568 1222 1568 (2) No. 3 2 No. 5 1439 1439 1 1075 1439 (2) No. 3 2 No. 5 1354 1354 1 981 1354 (2) No. 3 2 No. 5 1232 1232 849 1232 (2) No. 3 2 No. 5 1149 1149 760 1149 (2) No. 3 (2) 7/16 strand + 2 No.4 1419 1419 850 1347 (2) No. 3 (2) 7/16 strand + 2 No.4 1291 1291 775 1270 (2) No. 3 (2) 7/16 strand + 2 No.4 993 993 600 1084 (2) No. 3 (2) 7/16 strand + 2 No.5 1035 1035 478 936 (2) No. 3 (2) 7/16 strand + 2 No.5 961 961 446 872 (2) No 3 (2) 7/16 strand + 2 No.5 834 834 390 763 (2) No. 3 (2) No. 3 (2) 7/16 strand + 2 No.5 2) 7/16 s ran + lel Nn 5 720 642 720 642 366 306 716 599 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 r GRAVITY & UPLIFT SAFE LOADS PLF 8"x8" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LENGTH SPAN SIZE LINTEL STEEL TOP LINTEL WIRE/ BAR STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID SOLID PLAIN #5 (1) U (0) L #5 (1) U (0) L #5 (1) U (1) L #5 1 U 1 L #5(2)U(1) DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74" 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 1597 1801 1801 1483 1483 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 1367 1553 1553 1284 1284 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-g" 4'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID #5 (1) U (0) L #5(1)U(0)L #5(1)U(1)L #5 1)U(1)L SOLID #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV' DETAIL'DW' 3'-B" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 5'-8" 4'4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 C-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" &4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID #5 (1) U (0) L #5(1)U(0)L #5(1)U(1)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 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 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD WIRE / BAR BOTTOM BAR SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (2) U (1) #5 1 U , L DETAIL'DE' &'DP DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 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 4'-4" X-9' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 514" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 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 r � ft 11111111111 X0000000001 SUHDIV. 8e LOT: KENSINGTON RESERVE ( LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/11481 PAGE: LINTEL PLAN (QUALITY- PRECAST) ARCHITECT STATE OF FLORIDA DATE: 6/12/18 SCALE: 1 /4"=1' - 0" SHEET 5EOF901 1 HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR S C �j j� E �j TLE CONTROL DATE: 07-01-15 ®OJ p��UIIL�IILIJ iJl N�11 UP TO W-4' SIMPSON W-4' TO 1'-0' USP 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 8 META -16 1450 HTA 16-I6 1400 (1) 10d x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) NUMBER OF FULL LEWsTH STUDS (2) META -16 1985 1900 (2) HTA 16-18 2800 (10) 1Od x 1 IQ' I -PLY, (USP: (10) 10d x 1 1/2") (14) Ibd 2 -PLY (USP: NO 16d OPTION) HETA-I6 1810 HTA I6 1615 (9) 10d x 1 1/2' I -PLY, (8) 166 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 NTA 20 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY U5P: (10) 10d x 1 1/2', NO lbd OPTION r ot� z (2) HETA-20 2035 2500 (2) HTA-20 3110 (10) 10d x 1 1/2' 1 -PLY USP: (10) 106 x 1 1/2' III (I2) Ibd 2 -PLY (USP: NO lbd OPTION) O LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD 06) 10d V) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - ;Oct x 1 1/2, 1 PLY IN MGT 3965 MUGT 4000 (U 5/8" A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (U5P: (28) 10ci TO WOOD) HGT-2 « 10980 HU3T-2 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 106) HGT-3 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) Imd) n LGT3-5D525 3285 LUGT-3 5330 (12) SDS 1/4'x2 I/2' TO GIRDER, (4) 3/8" x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) i LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) loci x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10d x 1 1/2' (U5P: (14) 10d x 1 1/2', (14) 10d) C� I■ HTS -I6 1150 HTW 16 1660 (16) lod x 1 1/2' CUSP: (16) lod x 11/2', (16) loci) a HTS -20 1450 HTW 20 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) IC�i■ HT5-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 « 925 LSTA 12 910 (10) lod USP: (10) lod LSTA-18 +« 1235 LSTA 18 1360 (14) IOd USP: (14) 1Od MSTA-IS ++ 1315 MSTA-18 1315 (I4) 10d USP: (14) 10d MSTA-24 « 1640 MSTA-24 1150 (18) I0d USP: (16) lod !Z M5TA-30 ++ 2050 M6TA-30 2140 (22) 10d USP: (22) 1Od MSTA-36 + 2050 MSTA-36 2525 (26)10d USP: (26)10d MSTI-36 3800 KSTI 236 3090 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' (A MSTI-48 5065 KTSI 248 4250 (48) 10d x 1 1/2' USP: (48) 10d x 1 1/2' H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) 8d TO STUDS (USP: (I6) 8d x 1 1/2', (16) 8d) SP4 885 SPT 4 945 (6) 10d x 1 1/2' TO 5TUD5 USP: (6) 10d x I I/2' TO STUDS A34 395 MP 34 410 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 86 x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP 2 1010 (12) 10d x 1 1/2' USP: (I0) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIDA 1340 RT 1&A 2180 (18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT t HDU4 4565 PHD 4A 4535 06)-505 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT t HD -IE, 4940 TDX 10 5110 (I6) -5D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHERQPLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) 1N CONC, (12)16d TO WOOD USP: SAME AS SIMPSON (A Q' LTTI9 ++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (6)10d TO WOOD USP: SAME AS SIMPSON 0 = LTT205 +++ 1500 LTS 205 1105 (1) 1/2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2" 0 Z I HT74 4455 HTT45 4465 I (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONC., (18) 5D"10 X 1 1/2' CUSP: (20) 1(,d X 2-1/21) USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x I-I/Y, (20) Ibd x 2 1/2' Q HTT5 5090 HTT45 5430 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC, (26) 16d X 2 1/2' (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 106 x 1-1/2', (20) Ibd x 2 1/2' HHDQII-SDS 2.5+ 11010 UPHD It 12090 (U I' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) SDS 1'4' x 211' WOOD 5CREW5 (USP: (24) W53 WOOD SCOWS) HD15 6,645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: e4) 1/8' BOLTS) cl� MBHA 356/1125 3415 5330 NFM35XI2U 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU, TOP, (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CPI.U. FACE, (I8)10d TO BEAM 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. 14) 10d AT W HUSG412 (WOOD) 3635 2660 (FLR) HU54121F 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (10) Ibd TO HEADER, (10) 16d TO WOOD USPS SAME AS SIMPSON z HUC410 (CMU) 1810 5085 HD410 IF 1905 1 3115 (I6) 1/4'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: 05)1/4' x 3'W83 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) I810 4000 HD210-31F 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-805 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED 50LID w/ GROUT. + l0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. «« MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T 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 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO 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 C-SA6-2012. HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS gl CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 W-0' AND OVER 2x12 (•2 SYP) 1/16' OSB (TYPa NAIL (3) 12d • 6'-8' O.G. TYP. 2x12 BM.ZHDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft-) UP TO 5'-0' TO 81-0' UKO. � 4'-I1 1/2' 7'-11 1/2' AND UP NUMBER OF HEADER STUDS FL03 _ _ _------ cf7 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LEWsTH STUDS 1 2 - - - - AT EACH END OF HEADER _ FL11 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 CJ2 CJ4 M F02 NUC -4101 3",\ 1 3 3 A A 3 3 -lit--- ii (2) 1jX11j2.OE LVLii ��o SECURE BM TO PT 6x6 POST W/ (2) MSTA-24 POST TO SLAB W/A5U-66 CJ2 (2 -TTP) FL01 2X6 LEDGER TO FL01 _ _ _ _ TRUSS W/ 3/8'X4' - - - - LAG SCREWS a 16' FL01 O.C. MAX NUC -410 —� (2) META -16 FL01 - - - - - ------------------------------------------------------' g 4 (2) META -16 —,,, n " 0 U DBL. STUD FLO3 \ � FL03 _ _ _------ cf7 _ FLO3 - - - - - - - - _ FL11 OD II 1 qi1i I„ ft III n N NI In IL 11� 'Yi ■IN N NI N TO i III IN —. POST O 4 N1,N HTT-4 I 11111111111 n i \DDOOOOODOJ e via 1♦I • C� I■ N a II II IC�i■ N� ■■ FL01 2X6 LEDGER TO FL01 _ _ _ _ TRUSS W/ 3/8'X4' - - - - LAG SCREWS a 16' FL01 O.C. MAX NUC -410 —� (2) META -16 FL01 - - - - - ------------------------------------------------------' g 4 (2) META -16 —,,, n " 0 U DBL. STUD FLO3 \ � FL03 _ _ _------ cf7 _ FLO3 - - - - - - - - _ FL11 OD FLO3 —i FL01 2X6 LEDGER TO FL01 _ _ _ _ TRUSS W/ 3/8'X4' - - - - LAG SCREWS a 16' FL01 O.C. MAX NUC -410 —� (2) META -16 FL01 - - - - - ------------------------------------------------------' g 4 (2) META -16 —,,, n " 0 90fI..-101pq \ J im CAU �34 J 1 / 8 NUC -410 CJ1A F1, FIRST FLOOR FRAMING PLAN A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � ft 11111111111 \DDOOOOODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT= STATE OF FLORIDA JUN/4 2018 A,/, XA NO DATE: 6 /12 /18 SCALE: 1/4"=1' - 0" SHEET 6 OF 9. 1 HEADER SP (HEAL)ER SIZES F CHART CHART, UN.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SC EDI E CONTROL DATE: 01-01-17— UP TO V-4' SIMPSON W-4' TO 1'-0' USP 11-0' TO 10'-0' DBL 2 x 12 DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 6 META -16 1450 PTA 16-I8 1400 (1) 10d x 1 1/1' I -PLY, (6) Ibd 2 -PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) 6'-4' TO 8'-0' (2) MET4-I6 1985 1900 (2) PTA 16 -IS 2800 (10) 10d x 1 1/1' I -PLY, (USP: (10) 10d x 1 I/2') (14) Ibd 2 -PLY (USP: NO lbd OPTION) 2 HETA-16 1810 PTA I6 1615 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION 3 HETA-20 1810 PTA 20 1615 (9) 10d x 1 12' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION Z (2) HETA-20 2035 2500 (2) PTA -20 3110 (10) 10d x 1 1/2' 1 -PLY USP: (10) loci x 1 1/2' (12) Ibd 2 -PLT (USP: NO 16d OPTION) O LGT-2 2150 LUGT-2 1915 (') - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5) 1/4' WB, WOOD (16) 106 (A DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) IOd TO WOOD) PGT -2 « 10980 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD (USP: WOOD (8) loci) 41.T-3 10530 PUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) loci) LGT3-SDS2B 3285 LUGT-3 5330 (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) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 WALL (10) 10d x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) HTS -I6 1150 HTW 16 1660 (16) 10d x 1 1/2' (USP: (I6) loci x 1 1/2', (16) loci) HT5-20 1450 HTW 20 2045 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) HTS -24 1450 HTW 24 2045 (24) 106 x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 925 LSTA 12 970 (10) 10d USP: (10) loci 1_5TA-18 « 1235 LSTA 18 1360 (14) i0d USP; (14) 10d MSTA-IS + 1315 MSTA-I8 1315 (14) 10d USp, (14) 10d V) MSTA-24 « 1640 MSTA-24 1150 (18) lod USP; (18) 10d D_ M5TA-30 +« 2050 M5TA-30 2140 (22) 10d USP: (22) 10d < MSTA-36 « 2050 MSTA-36 2525 (26) 106 USP: (2( ) lod �— MST] -36 3800 KSTI 236 3090 (36) 10d x 1 12' USP: (36) 10d x 1 1/2' N MSTI-48 5065 KTSI 248 4250 (48) 10d x 1 12' USp; (48) 10d x 1 12' Hb 950 LFTA 6 1595 (8) Sol TO PLATES, (8) 8d TO STUDS (USP: (ib) 86 x 1 12', (16) 8d) 81-4 585 5PT 4 945 (b) 10d x 1 12' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 12' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HHCP 2 1010 (12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE HIDA 1340 RT I&A 2180 (18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4565 PND 4A 4535 (16) -SDS 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASPER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT t HD15 4940 TDX 10 5110 (16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER2PLY USP: 7/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) Ibd TO WOOD U5P: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)*d TO WOOD USP: SAME AS SIMPSON LTT19 ++« 1340 LTG 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -V EMBED) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON O = LTT208 ««+ 1500 LTG 205 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC, 00)iOd TO WOOD USP: 3/4' ATR MIN 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12' 0 Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONIC, (18) SD -10 X 1 1/2' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) loci x 1-12', (20) Ibd x 2 12' Q HTT5 5090 HTT45 5430 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM5ED,) IN GONG., (2b) Ibd X 21/2' CUSP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 12' HHDQII-SDS 2.5+ 11,810 UPHD 11 12090 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS y4' x 2�' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HD115 6645 TDX 10 5110 (1) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8" BOLTS) (n MBHA 3.56/11.25 3415 5330 NFM35XI2U 3165 1130 5MPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM USP: (1) 12' J -BOLT W/ MINIMUM 6: EMBED. e NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. ) 10d AT Ld HU5C412 (WOOD) 3635 2660 (FLR) 2530 (FLR) HUS4121F 3060 3265 (ROOF) 3225 (ROOF) (10) Ibd TO HEADER, (10) Ibd TO WOOD UCP: SAME AS SIMPSON QHUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD HUC210_ CGMU) 1810 4000 HD210-31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 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 HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 7' 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 1/2' NAILS IN CONJUNCTION WITH A 23 9. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Lj ++ MINIMUM EMBEDMENT INTO THE TOP OF A 50NDEEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" W OA.T.R. = A-307 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 IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG 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-HWo9, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-SA5-2012. HEADER SP (HEAL)ER SIZES F CHART CHART, UN.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO V-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 11-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 W-0' AND OVER 2x12 (02 SYP) i/16' OSB (TYP.) NAIL (3) 12d wOJG- TYP. 2x12 BM. f HDR. ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO 8_0 uN.o. I) r1i TRiSS TO HDR W// MTS -11 W -II 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS POST TO 4X4 BLKG. W/ SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O, 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 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 LINE OF IST PLR BELOW --- I I I I I I 1 CJl u II u I / (2) 2X8 SYP+'2 NDR W/ II II 4X4 POST UNDER cJ3 = II II I TRUSS A01 I) r1i TRiSS TO HDR W// MTS -11 HDR TO 4X4 F'OSt W/ ,q01 = _ MSTA-18 POST TO 4X4 BLKG. W/ (1) MSTA-30 A02 POST OR BLKG. TO CMU W/ NTT -4 A03 A04 ACS TRUSS TO 4X4 POST W/ (2) MTS -12 POST TO 4X4 BLKG. W/ (1) MSTA-30 POST OR BLKG. TO CMU W/ NTT -4 CJt II II II II II II II fl it = CJ3 (I II II (I II I n CJ5 II II n n n = = L L 11 I ATTIC I TRUSS TO 4X4 POST -1 ACCESS I - = W/ (2) MTS -12 POST TO 4X4 BLKG. W/ (1) MSTA-30 POST OR BLKG. t0 CMU W/ NTT -4 t1888888� A05 A05 A04 A03 A06 504 504 502 501 CJ5 CJ3 CJI S► = I II II DBL. STUD -•� II I DBL. STUD 2 ( 1 D5 � D5 CJ3_ —J LINE OF 1St FLR BELOW CA 1 T V12GE A">--------------- -3 LINE OF IST FLR BELOW SECOND FLOOR' ROOF FRAMING PLAN TRUSS TO 4X8 POST W/ (2) MTS -11 POST TO CMU W/ NTT -4 rARCHITECT=S LUMMOOD, FL 31750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \D00000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MO DEL: LARGO (VERSION#01) PROJECT#: 2997.000 114R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE RCHITECTSTATE OF FLORIDA ,A) Z 2418 1 I RoLnro a aeoUxHacF� AR NO 83723 DATE: 6/12/18 SCALE: 1/4)1=1'-0" SHEET 7 OF 9. 1 EXTERIOR CLG, E PRE—ENGINEERED TRUS STRAPPING PER FRAMING N01 10'-6 ' 2ND. OL FIN. FLR V-4' BRCx. HT. P.T. 1x2 UJ/ MTL. DRIP EDC- 2x& DC2x6 SUB—SAN (2) 2x12 HD' ARCH CRS ARCH SPRINGI V-0' FIN. FLR oL VI... 1... 1 V/NI«& !• I IVI\ 1 6--11 ENTRY SECTION DETAIL 2x STUDS PER GENERAL NOTES SHEE' (GN), SECTION TIMBER, NOTE 21. PRE—ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES USS SUPPORTED Bl' 2x6 LEDGER CURED TO TRUSS UJ/ 3/6'x4' LAG REWS a 16' O.G. MAX s GARAGE ILL ;CESSED LINTEL FRAMED ARCH DETAIL W�_Mmaw ;RED TRUSS 4 %MING NOTES 1x2 UJ/ MTL. DRIP EDGE SUB—BAND 2x12 HDR A R C H I T E C T S DesirnGrou wnuwvvu, rL sd iw PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33L'1IV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: ENTRY SECTION DETAIL (ELEVATION- C ) ARCHITECT - STATE OF FLORIDA 2 DATE: 6 /12 /18 SCALE: 1/49y=1'-0" SHEET OF901 \000000000 SU33L'1IV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: ENTRY SECTION DETAIL (ELEVATION- C ) ARCHITECT - STATE OF FLORIDA 2 DATE: 6 /12 /18 SCALE: 1/49y=1'-0" SHEET OF901 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO MODEL v LOAD INFORMATION VA 2182 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,546 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 120/240 TYPE: UNDERGROUND SUBTOTAL OF GENERAL LOAD 47,792 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,792 VA x (4) 15,117 TOTAL NET GENERAL LOAD 25,117 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 AND METER 4 WN COMCCtION NET GENERAL LOADI 25,117 NET TOTAL HEATI 10,450 TOTAL LOADI 35,567 CALCULATED LOAD FOR SERVICE 35,567 VA / 240 V= 148.20 200 AMP SERVICE SWITCH (3) • 1 THHN/THWN COPPER CONDUCTORS, (1) • 6 THHN/THLLN COPPER GROUND IN 2" CONDUIT. GRADE LINE 200 , Mf= ELECTfRIC,4L iRISE'R NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX METER, VERIFY LOC. WF GFI (BUILDER TO' VERIFY FINAL LOC. COACH - - — - _ -- - COACH LIC44T LIGHT FIRST FLOOR ELECTRICAL PLAN ELEOTRICAL LEGEND SYMBOL v NOTES TRANSFORMER BANK: 50kVA MOM V aia M FAILT KMTArMt ff&VER MWTAW WJ rrm) VOLTAGE: 1620/13200-240/4WV NEMA 3R 1101 FLOOR Eaux my traaNu FAILT 200 AMP SERVICE: SINGLE PHASE Km%r t IT*m REbiBw TYm 120/240 TYPE: UNDERGROUND EQJrMV V CUMM FAULT COMBO NtERP182 ltAhPER iWWIBiANT VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT trPFa DISCONNECT E uv t+ieaNC FALLt NMAMW (TAI pER 14MTANT CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) Mi) (: M AND METER 4 WN COMCCtION MLO MAXIMUM FAULT CURRENT: 19390 amps CAN $ SWITCH $3 SWITCH 3-"Y OPERATION $4 SWITCH 4-"Y OMMT10N $0 DIMMER SWITCH (.� POWER COMPANY 200 LKsFIT a WALL SCONCE TRANSFORMER AMP. PHONE / DATA y.� CEILWs j..� MOMTED LW O RECESSED CAN WEATHER O VAPOR PROOF RECESSED CAN PROOF BOX VENT FAN k( VENT FAN IW �( INTERSYSTEM BONDING TERMINAL SERVICE BY OTHERS 24' LIGW STRIP AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 , Mf= ELECTfRIC,4L iRISE'R NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX METER, VERIFY LOC. WF GFI (BUILDER TO' VERIFY FINAL LOC. COACH - - — - _ -- - COACH LIC44T LIGHT FIRST FLOOR ELECTRICAL PLAN ELEOTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET MOM V aia M FAILT KMTArMt ff&VER MWTAW WJ rrm) 1101 FLOOR Eaux my traaNu FAILT ® Km%r t IT*m REbiBw TYm 1imV SWITCHED EQJrMV V CUMM FAULT NtERP182 ltAhPER iWWIBiANT amET trPFa 1101 GFI E uv t+ieaNC FALLt NMAMW (TAI pER 14MTANT OUTLET Mi) 220V OUTLET 4 WN COMCCtION 0 EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3-"Y OPERATION $4 SWITCH 4-"Y OMMT10N $0 DIMMER SWITCH (.� WALL MOLNTED LKsFIT a WALL SCONCE PRE -WIRE y.� CEILWs j..� MOMTED LW O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN IW �( LW 24' LIGW STRIP 48' LW STRIP Q RIORESCENT We4P,410Ci►D 24' FLUORESCENT 48' FLUORESCENT 0=3 PANEL _ STIq CTIREO WIRE PALL. METER • O siom DET 9ATL ►Wmwaftcw IUfliE ® CARBON MONOXIDE BAn E W Ham DETECTOR N?ERCONrW= e" SMOKE / CARBON MONOXIDE aATr. SACK4' IW NAMM N DETECTOR COMBO PEDANT LW T TELEPHONE JACK 4 Ca 0jT.ET ® CEILING FAN / CELBOX REOLNED TO eE EtPPMW N ACCOR AM! W L&IT BOX K4MW AS M Fait MOW" © J -BOX CELL OOX WaMW TO BE &PPORtEC N ACCOIQR*= IW BOX K4RW AS & CH FOR N6PEaM ® SPEAKER PRE -WIRE FLOOD LW SECURITY SYSTEM KEYPAD Q DIGITAL KEYPAD WATER DATER U U DISCONNECT AIR CCD. u DISCONNECT TELEVISION JACK EMERGENCLY IGMING D DOOR CHIMES NOTE: -PHONE OUTLETS E TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOUJNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE 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 � �III'I"I'I \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 114R1 PAGE: FIRST FLOOR ELECTRICAL PLAN DATE: 6 /12 /18 SCALE: 1/4)1=1'—Opp SHEET OP' 1 9. — — — —LINE of — uI FLOR BELo-------------- I I I I I I I I I I I I I I I I I I I I I I I I —LINE OF IST FLOOR BELOW J I I I I L-------LINEOFISTFLOORBELOW -----------� INS SCALE: 1/4 = V -m' ELEVATION -C LEGEND [TELECTRICAT L DEFINITION NOTES 110V OUTLET Eamom vMow FALLT NTOWMER (TOM MMMOTANT TYPE � IIOV FLOOR MOM wv C%w w FAJLT ® KMVPM !TAPPER NOTANT OUTLET TrPE) J� 112V SWITC P Earm w Cw4w MLT (U N tTAMPM Oafe M OUTLET nm UOv GFI EQM9W V GFOJV FAULT NnMPrER RArPM 14MTANT OUTLET TYm 220V OUTLET 4 ORE CO *fCrM EXTERIOR WATERPROOF OUTLET $ SOTC 4 $3 SUNTCH 34AY OPERATION $4 SWITCH 44AY OPERATION $p DIMMER SWITCH (.� WALL MOUNTED LW WALL SCONCE PRE -WIRE y.( CEILING j..� MOwtED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( PENT FAN UJ/ j•�( LICIT 24' LICIT STRIP 4V LW STRIP 0 FUORESCENT IU?AW AROW 24' FLUORESCENT 48' FLUORESCENT © PALL - STRUCTURED UK PANEL METER O SMOKE DETL eA,, ® CARBON MONOXIDE DAO: SXK-r V WAIUM DETECTOR 8 SMOKE / CARBON MONOXIDE BATT &Wa -r V NTFRCOlNECTED DETECTOR COMBO PENDANT LICIT _ TELEPHONE JACK 4 GAS OUTLET ® cEILMG FAN / CELNG Box R aaw To aE 81PPOR�Ep N ACCORDANCE IW (,IGW Box h41RM AS 9" FOR wrECTION © J -80X CEM BOX REQJIRED To BE WFORTEP N ACCOMA42 V BOX KOW AS & CH FOR wrEcnCN ® SPEAKER PRE -WIRE FLOOD LIGHT O SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD HEATER I�WATER u DISCONNECT AIR COND. DISCONNECT TELEVISION JACK LEMfWA9,ICY D DOOR CHIMES NOTE: -PHONE OUTLETS E TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C T S Design rn: vvi-r ivwv�o FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \DOOOOODODI SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT- STATE RCHITECTSTATE OF FLOFHDA mid ROLAPD A. CRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4"=1' — 0" SHEET o �OF 9o1 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: — NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 1130 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, REENGINEERED 4r (01-I) GABLE ROOF TRUSS DO NOT EXCEED - DO NOT EXCEED 4" 6TH EDITION (2 011) CMU BLOCK 8' CMU BLOCK— F1 OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES Z" DRYWALL 2" DRYWALL WINDOW/DOOR JAMB " AT FIRST (2) BAYS P.T. 1x4 or "x4" MIN. P.T. 1x4 or 4'x4' MIN. METHOD PER NAILING SCHEDULE (4'-0' O.C. 6 SHEATHING SEAMS) 4 F1 1x4 or 1x2 P.T. NAILER Ix4 or 1x2 P.T. NAILER 4 BLOCKING FASTENER (SEE WINDOW DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING SCHEDULE 2x6 SUB -BAN STIFFBACK AT ALL UPRIGHTS DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW VENTED ALUMINUM SOFFIT OYER 4'-10' HIGH MEMBER w/ (2) 12d NAILS 8" FROM5, " TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. 1x4 or - x4 MIN: a (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and 18" O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (PER ASTM C92(o) OVER PAPERBACK SECURE P.T. 2x8 TO BLOCK w/ Y" x 9' (1)16' TAPCON (MIN. EMBEDMENT 1 4') EXPANDED METAL LATH, OVER APPROVED ANCHOR BOLT w/ 2 WASHER, SET IN 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN >> S FROM EACH ENE) and tv 18 O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4 Or +2) WINDOW TO BLOCK (+3) or METHOD PER "NAILING SCHEDULE' (6" MIN. EMBEDMENT 32' O.C. MAX) DOOR JAMB TO BLOCK(+Y4" or +%4") DOOR JAMB TO BLOCK (+3") (i) DRIVE PIN, 8" FROM EACH END and 6 l8° O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE I A A A A A I A A A 4A SCALE: 1'=r -m' 4E SCALE: r:r-O' MIN. SHANK SIZE .145 w/ 12d NAILS a a' O.C. MAX 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 6 MID -POINT OF TRUSS SPAN NOTE: NOTE" 2' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED TO PLUMBM AS B ED P.T. 2x4: ®M COATING MIN. (PER ASTM TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 1' TAPCON C926) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED 4" 4�� (MIN. EMBEDMENT 1 4') a" FROM EACH (R -VALUE PER ENERGY CALLS) DO NOT EXCEED - 8' GYPSUM BOARD OR Z" NIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK " END and 18 O.C. MAX CEILING BOARD 2" DRYWALL z DRYWALL (1) DRIVE PIN, 8" FROM EACH END and ONG. FILLED U -BLOCK w/ (1) 05 P.T. 2x 5" a l8" O.C. MAX BLOCK WALL SECTION -GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER 1 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOUJ/DOOR JAMB BLOCKING 16° OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 :1-0 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAP SIZE .300 POOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4" SHING S OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB /WINDOW LE EACH ENE) and e IS" O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) P,T, 2x6: OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)16" TAPCONS 6TH EDITION (2010 WINDOW TO BLOCK (+1 2) STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED (MIN. EMBEDMENT 1 4") a' FROM EACH ") THROUGH NON-STRUCTURAL MEMBER (lx or 16" osB) END and a l8" O.G. MAX DOOR JAMB TO BLOCK (+1 2 OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 w/ i' TAPCON MIN. 1 �" EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE" SCALE: 1':1'—m' (21SDRIVE PAINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3yl 6») MIN. HEAD SIZE .300 (PER PLAN) -VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3yt 6) MIN. EMBEDMENT 1 4" SHIM AS NEEDED 4F SCALE: r:r-m' 77 TO PLUMB JAMB. METAL DRIP EDG S" GYPSUM BOARD OR z° HIGH DO NOT EXCEED 4° P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16" TAPCONS VENTED ONC. FILLED U -BLOCK w/ 2" DRYWALL NOTE: (MIN. EMBEDMENT i 4") 8" FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and s 18 O.C. MAX PER PLAN a (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT) 16 OSB (4' WIDE MIN.) (2) DRIVE PINS, a' FROM EACH ENE) and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING DO NOT EXCEED 4" s 18" O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW MIN. SHANK E .145 SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK 1" MIN. HEAD SIZE EMBEDMENT PER MFR'5 SPECIFICATIONS z DRYWALL P.T. 1x4 or 4"x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" (SEE WINDO NOTE: W/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 (Ix or 16° OSB) DOOR CASING P.T. (2) 2x4: (R -VALUE PER ENERGY CALGS) SECURE 2nd 2x TO STRUCTURAL PRECAST OR POURED IN w/ 16' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS a' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4" TAPCON PLACE SILL (PER BLDR 2' GYPSUM WALL BOARD EACH END and e 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH 2' TEXTURED CEMENTITIOUS ---(1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) ENE) and 6 18' O.C. MAX CORTINCg216)N. (OVER CM LOCATIIONPOURED PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (U DRIVE FIN, 8" FROM EACH END and 6 la' O.C. MAX a" CM 4" P.T. FURRING STRIPS 16" O.C. 4C THROUGH NON-STRUCTURAL MEMBER (lx or 16" OSB) MIN. SHANK SIZE .145 SCALE: I':1' -O' W / 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OOD BASE MIN. EMBEDMENT 1 4' NOTE: WINDOW TO BLOCK (+3yl 6") SHIM PLUMNEEDED E ap a DOOR JAMB TO BLOCK (+3 26") P.T. (2) 2x6: a a a as a ° ONCRETE SLAB F1DO NOT EXCEED 4' 4G SCALE: 1':1'-m' SECURE TO BLOCK wl (2I 4" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4) 8 FROM EACH AND REINFORCEMENT) a' CMU BLOCK I° END and a IS" O.C. MAX XTERIOR WALL FOOTING 2 DRYWALL UPLIFT UP TO 1,1-15 Ib or (2) DRIVE PINS, 8' FROM EACH END and (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER 5IMP50N HT520 w/ (10) 10d NAILS TO TRUSS 4l8' O.C. MAX BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE R SCHEDULE JAMB BLOCKING 2 P.T. Ix (4 WIDE MIN.) i e 1" SINGLE STORY SCALE: 3/4':1'-0' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (4) 4X2 4 TAPGONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN, HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 4" PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BATT INSULATION ADHERED TO CEILING 8" GYPSUM BOARD OR Z" HIGH (2) SIMPSON HT620 EACH SIDE OF TRUSS w/ BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) l'X2 1" TAPCONS 4 4 r P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM i" THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4 TAPCONS Lu/ 3u TAPCON MIN. I EMBEDMENT INTO BLOCK (MIN. EMBEDMENT 1 4") 8" FROM EACH .: .:...: ........ .;.. , ..:... � .. and l8 .MAX :.:.; 16 4 TAPCONS MIN. or 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE) and OPENINCx 22'x 30° MSN. WINDOW TO BLOCK (+2 %4") a l8' O.C. MAX OOD CASING AT SIDE 2 APART ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO -FIT MIN. SHANK SIZE .145 3 SCALE: N.T.5. WOOD CASING 4 GYP.5 MIN. HEAD SIZE .300 4D SCALE: 1':1'-0' SCALE' N.T.S. MIN. EMBEDMENT 1 4" BOARD (TYP) A R C H I T E C T S Desi2Grouo1n . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLAND A. ABOUCHACRA AR NO 93723 DATE: 8/12/18 SCALE: 1/4))=l'—o" SHEET D I Limmmmmmmmmmv SUDDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLAND A. ABOUCHACRA AR NO 93723 DATE: 8/12/18 SCALE: 1/4))=l'—o" SHEET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK -- ROUND, MODIFIED OR T 2 %a' .131 110,000 -- ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED - %6" 0.5.8. or y" CDX PLYWOOD - 86 RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 EDGES AND Ed RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed RING SHANK GUN NAILS a 4" O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)%" x 9" 2x4 BLOCKING AT ALL PANEL JOINTS 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/ 5IMP50N 5P4 (U5P 5PT4) w/ 51MP50N 5P4 (USP 5PT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6' MIN. a 32" O.C. MAX a 32" O.C. MAX a EMBEDMENT) 5 ' ( r I>;APA-RATEDA AN FA /a CDX EXTERIOR PLYWOOD o /2 0.5.8. ( 5 PER U CTURER'S 2x STUDS a 16' O.C. MAX 2x STUDS a 1(o' O.C. MAX INSTALLATION 5PEC(FICATION5) - Ed RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. _ LOCATED 6" FROM TOP AND 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4" BOTTOM 8 (1) NEAR MID -CENTER a BLOCKING MID -WALL BLOCKING aMID-WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENE). O.C. MAX IN FIRST (2) FRAMING SPACES a EACH EN w EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 %6' 0.5.8. or Y2" PLYWOOD or %(,' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS a 4' O.C. a or RAFTER 2' GYP5UM WALL BOARD 12' GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND ad RING ROOF 5HEATHIN 1) #5 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6" D.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL, CONC. POURED CELL y" x 9' ANCHOR BOLT w/ 2" WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a (LOCATION PER PLAN) SET IN SIMP50N HIGH STRENGTH ANY MANUFACTURER. EPDXY (OR EQUIVALENT) 6" j n SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32 O.C. MAX NAIL R E Q U I R E M E N T S ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL a TUp TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR 51ZE 32" O.G. MAX 51MP50N 5P4 (U5P 5P74) a 32' 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) ° ° O.C. MAX BUILDING LENGTH ° a a a G ° ONCRETE SLAB ONCRETE SLAB ---�INTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR 51ZE c (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING a AND REINFORCEMENT) ° TE 10 WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ,5d RING SHANK GUN NAILS a 4" O.C. (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE TOP 4 BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND RE INFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT SCALE: 3/4'=1'-0' 4 A SCALE: 3/4' _ 1'-O' 4B SCALE: 3/4'=1'-0' 7� v a 8d RING SHANK GUN NAILS a 6" O.C. IN FIELD 'Do PRE-ENGINEERED PRE-ENGINEERED CZ ROOF TRU55 ROOF TRU55 -A 4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE =3 SECURE TOP PLATES w/ 16d COMMON NAILS 6 4' O.C. 2-ROUJ5, STAGGERED - TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING j Lu _ (0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE OUSLE TOP PLATE TO STUD w/ 51MP50N 5P4 (USP 5PT4) 2x WOOD or METAL STUDS a 32' O.C. MAX a 24' O.C. MAX 2x CONTINUOUS 5TRE55 U Q ad RING SHANK GUN NAILS a 12" (NOT LOAD BEARING) BLOCKING a MID -WALL 110z 0 = O.C. INFIELD 2x STUDS a 16' O.C. MAX Lu or UNLE55 NOTED OTHERWISE a n Ed x 3' SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS o ' ° ELECTRO GALVANIZED STRIP - " z a DO NOT SPLICE TOP PLATES WITHIN 6 -0 "TSG SUBFLOOR (ATTACHMENT SECURED w/ 51MP5ON OR USP M5TA36 q N d NAILS a 12 O.C. IN FIELD 4 „ Z OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER "NAILING SCHEDULE°)TSG SUBFLOOR (ATTACHMENT SHEAR WALLS.Z11_____314 METHOD PER "NAILING SCHEDULE') >@ UNTHREADED SHANK TO EXTEND BEYOND T14ICKNE55 OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 RE -ENGINEERED FLOOR TRU55 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. 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 a 16' O.C. MAX UNLE55 NOTED OTHERW15E (O.S.B. TO BE STRUCTURAL GRADE) OUBLE TOP PLATE SCALE: 3/4'=1'-0' 2' GYPSUM WALL BOARD Z" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL NOTE: DIAGONAL BRACE a CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS/V2" STUDS a 16' O.C. MAX SET IN 51MP50N HIGH STRENGTH y" x 9' ANCHOR BOLT w/ 2" WASHER DIAGONAL BRAGS TO BE a ANY SPAN 15'-0" OR (4'-0" O.C. a SHEATHING SEAMS) UNLE55 NOTED OTHERWISE GREATER (REFER TO TRU55 ENGINEERING FOR EPDXY (OR EQUIVALENT) 6" 2) 2x4 5YP #2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL. 0'-0° - 30'-0" USE (U X -BRACE X -BRACING TO COVER 5-TRU55E5 SLAB w/ (U 10d GUT NAIL a ---STUD TO BOTTOM PLATE w/ 30'-1° - 60'-0" USE (3) X -BRACE a 32 O.C. MAX o SIMPSON 5P4 (USP 5PT4) a 32" ## (1) X -BRACE a CENTER 4 (2) BRACES �' O.C. MAX ° DIVIDED EQUALLY FROM CENTER TO END a �� ONCRETE SLAB a ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE AN[) REINFORCEMENT) AND REINFORCEMENT) 6TIFFOVER 4'-10"" HNIGH ACK ALL UPRIGHTS OVER NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRU55 ENGINEERING PLASTIC OR METAL AND REINFORCEMENT) AND RE INFORCEMENT) WEEP50REEID TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION SAM X- ACING QUIREMENTS) 7B 5A SCALE: 3/4'=1'-0' B SCALE: 3/4'=1'-m' E BR RE WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X- BRACING INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=r -o' — — or 10'-0' O.C. MAX A R C H IT E C TS Desmn Grou�. +TT L6NGZ36 AFL 32750 _ V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4""=1"-0" SHEET D 2 Nllll�rl SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4""=1"-0" SHEET D 2 2x RIDGE ONE 51ZE LARGER THAN � �RAFTER SIZE w/ MIN. (3) 12d NAILS -PRE-ENGINEERED TRUSS or MIN. (4) 10d GUN NAIL 1x6 COLLAR TIE 6 EVERY OTHER m ap'w�ww°o RAFTER w/ MIN. (3) 12d NAILS or o " GYPSUM BOARD OR IMPSON VTCB or USP VTT wpypppwAG MIN. (4) lOd GUN NAIL M o 2" HIGH STRENGTH CEILING SPACING (0 6 EACH END 2x RAFTER BOARD AND 6'-0" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2) 12d NAILS or (3) 10d pppf�9jp� GUN NAILS EACH TRUS 2' GYPSUM WALL BOARD pplpAol�l pp�piiAli 2x WOODS STUDS 6 24' O.C. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) MTS12 or USP MTW12 ALTERNATE CONNECTION l% (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES % PENETRATION w/ or SIMPSON LISP P M STA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO \—::::;OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES FNAIL5 LAB wl 10d MASONRY Id 32" O.C. MAX 1 TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-0' (2) 12d a EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (o" - S' O.C. MAX SIZE AND REINFORCEMENT) --WATER RESISTANT BACKERBOARD ° a (DENSHIELD) 2x4 RAFTER 6 24" O.C. — 1/2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 5IMP50N L30 or USP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END)- 7A WOOD STUDS SCALE: 3/4'=I'-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) 24 BLOCKING 6 EACH RAFTER -PRE-ENGINEERED TRUSS x AULK BEAD BETWEEN DENSHIELD f P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED _ 6 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) vAf2IE5 PER PLAN INSTALLATIONSIMPSON 1-125A or USP RTIA a' HIGH GYPSUM STRENGTH RD OR ING SHOWER PAN a EACH RAFTER TAIL CONNECTIO 2 �D (FIBERGLASS OR CERAMIC) 5IMP60N L30 or USP A3 BOAR a TOP OF EACH RAFTER CONNECTIO 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS ( EACH TRUSS 2 SCALE: 3/4'=1'-0' 5 FRAMED OVERHANG or 24" O.C. MAX) SCALE: 3/4'=V-0' 2" GYPSUM WALL BOARD 3 %" METAL STUDS (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF 'RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS ATTACHED TO EACH SIDE 6 12" O.C. WITHIN 8' OF EACH END AND 618" O.C. MAX -SECURE 2x4 FLAT TO 3 %' BOTTOM CHANNEL (25 or GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32' O.C. MAX. 6 MIN. EMBEDMENT OF 1 Y4") WITHIN 8' OF EACH END AND 618' O.C. MAX - ° ONC RETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o ° SIZE AND REINFORCEMENT) _ (TYPE AND ATTACHMENT METHOD o ° PER 'NAILING SCHEDULE") m LL ECURE 2x6 MIN, TO BLOCK w/ .T. 2x8 STUD BLOCK (2)y' x 9' ANCHOR BOLTS w/ 2" NOTE: o B WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT � w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY z ROUGH OPENING (UP TO 6-0") (MIN. 6" EMBEDMENT) z 7 INTERIOR NON—BEARING WALL [] o B METAL STUDS SCALE: 3/4'=1'-0' ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9" ANCHOR BOLTS w/ 2' Z" TEXTURED CEMENTITIOUS --(1) REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM EMBEDMENT 8" CMU BLOCK ........... i + 7: o EATHER STRIP MOLDING AROUND DOOR 8" CMU— (PER MANUFACTURERS SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)/v2' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETSWASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS) 1" MIN. SLIDE ARCH WINDOW FRAME A SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=1'-0' 50ALE: 3/4'=1'-0' B SCALE- N.T.5. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) rAT7RCHITECT.1 wimurrvvu, rL 0c1av PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS DATE: SCALE: 1/4))=l$ -O" SHEET D3 0 rA R C H I T E C TS Desi2Grouo1 . LONGWOOD, FL317b0 PH: 407-774.5078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/p2 FOR GABLE BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS) OVER #30 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU5e EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS METAL DRIP EDGI: SCHEDULE") SCHEDULE" (4'-0' O.C. a SHEATHING SEAMS) I 2x6 SUB -BAN ' GYPSUM BOARD OR 1' HIGH METAL DRIP EDG 1/2 STRENGTH CEILING BOARD 2x6 SUB -BAN - - AIL IL AT ALL UPRIGHTS ALUMINUM SO IDT IMPSON 5P2 (USP SPT24) EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH = 2 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) - ALL SPACER FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO VA PER PLAN I STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS - 2x4 STUDS 16' O.C. WINDOW HEADER (USP RT16A) ALL INSULATION INSTALLED a MID -POINT OF TRUSS - = (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) $' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0" O.C. MAX 2x8 BLOCKING s" TEXTURED CEMENTITIOUS COATING MIN. ___WINDOW (PER ASTM C926) OVER PAPERBACK (PER PLAN), ATTACHMENT ATT OR BLOWN -IN INSULATION `� SECURED w/ (3) 12d (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH OVER APPROVED PER MFR. SPECIFICATIONS -VALUE PER ENERGY CALLS) _ NAILS EACH EN 2 -LAYER WATER RESISTANT BARRIER OVER - EXPANDED METAL LATH OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE wl %s" x 6° _ 2 -LAYER WATER RESISTANT BARRIER, OVER INDOW SILL METHOD PER 'NAILING SCHEDULE" THRU-BOLTS a 32' O.C. MAX, then SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT "NAILING WALL INSULATION TO 2x4 w/ 12d NAILS a 8' O.C. MAX = v2' _ METHOD PER SCHEDULE" XTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS)or = —DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP [ SIZE AND SPACING PER NOTE 021 SECURE GABLE TO DBL TOP PLATE w/ 6IMP50N - - OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 24" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL E; GENERAL NOTES SHEET GN)] (SIZE PER PLAN for EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or �, �� 4 TSG SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN `< METHOD PER "NAILING SCHEDULE") M5TA24 a 32' O.C. MAX V-4" MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION — GABLE ROOF Cor EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL I 4B -- CONTINUOUS 2x6 w/ (6) 16d NAILS SCALE: 3/4'=1'-0' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 —PRE-ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B WA2 NOTE: BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) i„ a GYPSUM BOARD OR z HIGH (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUSSOVER #30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) i DIAMETER OF AT LEAST 1 1 INCHES (32 MM) DOUBLE TOP PLAT / THE FBCR, 6TH EDITION 12011) (1) 05 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT / 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 2x(o SUB -BAN SCHEDULE") SPECIFICATION M0/4 AX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MiN. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE 8" TEXTURED CEMENTITIOUS COATING MIN. s " GYPSUM BOARD OR HIGH ALL INSULATION z �x A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALCS) EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) a EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER OVER 000# UPLIFT CONNECTOR PLACE SILL (PER BLDR j GYPSUM WALL BOARD ` �" `Y' WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE' 2" TEXTURED CEMENTITIOUS 0) 05 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYP #2 WOOD STUDS Q 12" O.C. MAX C92(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE 4" P.T. FURRING STRIPS 16' O.G. BETWEEN THE y"DIAMETER ANCHOR BOLT a 8' CM HANDRAIL AND THE 12' O.C. MAX w/ 1 EMBEDMENT WALL SHALL BE 0/2' w/ 2" DIAMETER WASHER" GYPSUM WALL BOARD WOOD BASE �° 2x8 SYP #2 WOOD STUDS 12' O.G. MAX IMPSON SPI (USP 5PT22 ) 42' KNEEWALL EACH 2x(5 STUD a ° ' 7B 1) COURSE TIE -BEAM POURED SOLID w/ WA2 CONCRETE w/ (1) 05 REBA HORIZONTALLY -CONCRETE SLAB a a (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL � RECAST LINTEL AND REINFORCEMENT) 34' MIN. TO 38" MAX AFF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT G -EXTERIOR WALL FOOTING o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE W z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT)14 o 1Two STORY SCALE: 3/4'.1'-0' 4A STAIR HANDRAIL = W Two STORY SCALE: 3/4'=r -0-m' z w PRECAST OR POURED IN ILLI o PLACE SILL (PER BLDR �z i z" TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS 8' O.C. MAX i" TEXTURED CEMENTITIOUS COATING MIN. (PER $ W z COATING MIN. (PER ASTM o o ! (R -VALUE PER ENERGY CALLS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL— ONTINUOUS 2x4 w/ (4) 16d NAILS a TOP a n C92(o) OVER CM 1" INTO TRUSS w/ (4) 16d NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o 0 2 GYPSUM WALL BOARD 3/ 4 T8G SUBFLOOR (ATTACHMENT BARRIER OVER WALL SHEATHING (TYPE AND "NAILING BOTTOM PLATE OF 2nd FLOOR WALL) N "` 4 P.T. FURRING STRIPS a 16" O.C. ATTACHMENT METHOD PER SCHEDULE' d o N METHOp PER "NAILING SCHEDULE' �4" T4G SUBFLOOR (ATTACHMENT m ;° U #5 CONTINUOUS REBAR 16° O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER "NAILING SCHEDULE') o ;a ` CONCRETE POURED CELL 8d RING SHANK NAILS a 4" O.C. [ SIZE AND SPACING PER NOTE z 0- z o a (VERIFY PER PLAN) MAX INTO BLOCKING021, UNDER CATEGORY TIMBER- °1 "'OOp BASE ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS a z o iea 2'-D" PRE-ENGINEERED FLOOR TRUSS] z ul (MIN. IN SLAB) EMBEDDED STRAP —CONTINUOUS 2x6 w/ (6) 16d NAILS a m 0 1 REBAR 48 LONG w/ 6 HOOK -------- ---------------F1 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 a 24 O.C. (MIN. 24 IN SLAB) 2x4 BRACE a 48' O.G. w/ (5) 12d NAILS • WA (PER PLAN) WA2 IS A NAILER FOR WALL SHEATHING) o o a EACH EN a a a 65' GYPSUM BOARD OR �, HIGH a 4° CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR ':: 2" TEXTURED CEMENTITIOUS ::. a a A RATE OF .151bs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTMo $" GYPSUM BOARD OR Z" HIGH N " l a ' POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ C92(o) OVER CMU ;;:: STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL (U #5 CONTINUOUS REBAR NOTE: z (0 (0,l6° 3) 15 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. FILLED U -BLOCK w/ ' �, 0 21-011 BREAK WITHIN I'-4' MIN. FROM 2nd PERPENDICULAR (1) 05 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=1'-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY SCALE: 3/4'=1'-0' rA R C H I T E C TS Desi2Grouo1 . LONGWOOD, FL317b0 PH: 407-774.5078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4°°=1°-0'° SHEET D4 .�mem�omm SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4°°=1°-0'° SHEET D4 MSTCM40 7/16' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF l/Ib' OSB. SHEATHING OR WALL SHEATHING IR' CDX PLYWOOD � 1X6 EXTERIOR WALL (Q) STUDS 1X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING SCALP: N.T.S. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD y 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF WALL SHEATHING 1/1b' 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: M.S. i/lb' 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 BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Y' 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 BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) �' TAPCONS NOTE: • MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 HTT-4 SECURED TO STUD W1(20)10d X 1 ' NAILS 2X EXTERIOR WALL STUDS 0 •e*v • • J ZU • • s • Z� :• Z ELEVATION VIEW A SCALE: N.T.S. FIN. TOP OF MASONRY WALL B ELEVATION VIEW SCALE: N.TS. 2X EXTERIOR WALL STUDS SECOND FIN. FLR IDS J' T 4 G SUBFLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' ..�,. PLYWOOD ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL STUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/I6' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLIP, PLAN VIEW - 2x4 WALL _-ENGINEERED FLOOR TRUSS 4C, FILLED LINTEL BLOCK W/ (l) 05 4TINUOUS REBAR -4 SECURED TO STUD W/ (20)10d ' NAILS ' A.T.R. IN HIGH STRENGTH EPDXY 4.1' EMBED) PLAN VIEW - 2x6 WALL -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) #5 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY . I' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS i i i PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY i (MIN. 1' EMBED) 11 TOP OF 11 MASONRY WALLLu Z PRE-ENGINEERED FLOORi i w TRUSS (GIRDER DRAWN) 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.T.R BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: N.T.S. TOP OF WALL PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT-4 SECURED TO STUD W/ (20) 10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) SOLID BLOCKING REQUIRED UNDERNEATH STUD --CONC. FILLED LINTEL BLOCK W/ (1) #5 CONTINUOUS REBAR ELEVATION VIEW C SCALE: N.T.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.TS. A R C H I T E C T S Desig Grou2c�s. LUNGWUUD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDiV. LOT: KENSINGTON RESERVE ( LOT 114) MODEL: LARGO (VERSION#01) PROJECT: 2997.000/11481 PAGE: SECTIONS/ DETAILS ARCHRECT- 8TATE OF ROPoDA ,�il 12 2A DATE: 6/12/18 SCALE: 1/4" SHEET \000000000 SVBDiV. LOT: KENSINGTON RESERVE ( LOT 114) MODEL: LARGO (VERSION#01) PROJECT: 2997.000/11481 PAGE: SECTIONS/ DETAILS ARCHRECT- 8TATE OF ROPoDA ,�il 12 2A DATE: 6/12/18 SCALE: 1/4" SHEET NOTE: ECURB EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT 1 SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE XTERIOR BEARING STUDS PRE-ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRU S [ SIZE AND SPACING PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] CONTINUOUS 2x4 w/ (4)16d NAILS e TOP OUBLE TOP PLATE OF FLOOR TRUSS (TOP 2x4 SUPPORTS CCRIPPLE STUDS is 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL)— N.ING STUDS SIMPSON MTS12 or USP MTW12 (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA TIE TO LEDGER 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN FIRE -ENGINEERED ROOF TRUSSES -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or VI"""II (SIZE PER PLAN) CURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP L5TA12 RAFTERS SECURED TO TRUSS w/ %' x 5-VIL— (EACH SIDE OF OPENING) LAG SCREWS 0 24' O.C. MAX as MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6)16d NAILS ,@ (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 -PRECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT CFOR DETAILS AND SPECIFICATIONS) DOOR /WINDOW fAJ PER PLAN) OPENINGEXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'=I'-0' GENERAL NOTES SHEET GN)] /1F CURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: O or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN 1'4 MIN. FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE ECURE BOTTOM PLATE TO SLAB w/ TRUSS BAYS w/ (3)12d NAILS g EXTERIOR BEARING STUDS *11, x 9' ANCHOR BOLT w/ 2' WASHER 0 EACH EN PRE-ENGINEERED ROOF TRUSS— [ SIZE AND SPACING PER NOTE SET IN SIMPSON HIGH STRENGTH UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6 2x STUDS SPACING PER PL GENERAL NOTES SHEET GN)] EMBEDMENT MIN. ,@ 32' O.C. MAX MT512 @ EVERY STU 2x BOTTOM PLA A_ EXTERIOR WINDOW DOOR OPENING IN FRAME WALL 4 DORMER ATTACHMENT SPACING OF S DZE ANS PER PLAN SIMPSON MT512 or USP MTW12 SCALE: 3/4'=I'-0' 6 TWO STORY SCALE: 3/4'=I'-0' TO LEDGER 's 24' O.C. -ENGINEERED FLOOR TRUSS CURE EACH KING STUD TO TOP PLATE w/ IMPSON SPS or USP SPTS DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %8' x 5' SIMPSON SP4 or USP SPT4 g TOP 4 BOTTOM LAG SCREWS 32' O.C. MAX MBEDDED STRAP (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS ° ` CAST LINTELMH 71H CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENT \-- OU5LE TOP PLATET. HEADER OUBLE TOP PLATE 74PER PLAN) RIPPLE STUDS 6 16' O.C. MAX (SIZE PER PLAN) 2 LEDGER CONNECTION AT FLOOR TRUSS KING STUDS HEADER (SEE MINIMUM WALL AND HEADER STUD 6IMPSON JACK STUD MSTA24 E KSTUD PARALLEL SCALE: 3/4' -F -m' REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) 2x8 SYP *2 WOOD STUDS 6 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF CURE JACK STUDS t0 HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 116' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 46' 'NAILING SCHEDULE') PLYWOOD CONTINUOUS t0 BLOCK SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS is TOP OF JACK STUDS C (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 (2) KING STUDS e EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED XTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR SCUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED [ SIZE AND SPACING PER NOTE *21, UNDER CATEGORY TIMBER ONTHAN WITHIN 6' FROM EACH END 4 NO MORE 12 O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] ME NOTE: ROOF JACK STUD ASSEMBLY t0 BE ° CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 157 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR D° INDOW SILL w/ CRIPPLE STUDS ,@ 16' O.C. CURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON 5P4 � or USP SPT4 MAXI wAMET EMBEDMENT w/ 2t DIAMETER WASHER TOP OF WALL HEATNING t0 LAP t0 TOP OF � MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. IMPSON or USP MSTAM24 6 EACH JACK SECURED w/ (3)Y4 x 1 % TAPCONS t0 � •� PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART FLOOR TRUSSES BOTTOM OF FLOOR TRUSS ° 2x8 BOTTOM PLATE (BOTTOM 2X6 IS FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'=1'-0' 5 EXTERIOR STORY SCALE. 3/4'4-0' 7 TWO STORY SCALE: 3/4'21'-0' A R C H IT E C T S Desoin Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 VI"""II �000000000� E 8 a� E 0 r C 00 r svHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL.- LARGO doDEL:LARGO (VERSION#01) PROJECT#: 2997.000/11481 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4"=1'— 0" SHEET D A R C H I T E C T S DesoinGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT:: 2997.000/114R1 PAGE: WINDOW SCHEDULE [ARCHITECT- STATE OF FLORIDA 20 DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET D7 11111111111 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT:: 2997.000/114R1 PAGE: WINDOW SCHEDULE [ARCHITECT- STATE OF FLORIDA 20 DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET D7 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 UJ/ %s' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED 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. FASTENERS FOR LATH t0 BE NAILS OR STAPLES IN COMPLIANCE lU/ ASTM GI063 1 2. WIRE TIES TO BE (NO. 15) 0.0415' WIRE 3.6LOCKINCs SHOWN MAY BE IN ADDITION TO I 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 058 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 HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.7.1 To TO V /�Af I I N 16' TO 8' 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 U117N ASTM G 1063-12A cmun i INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 scA�: xts. a" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE 7 BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 5' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD (: 1 TYPE 'Y' CONTROL JOINT KTA NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS ///7USE FINGERS 70 MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 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 WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 058 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER ASTM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB #1 TAPED T SHEATHING w/ WI 02 OVER TOP. Wf #2 TO BE LAPPS_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1' o METAL LATH HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 sr,�: xTs. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP 5CREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl' 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' a HORIZONTAL LAPS. METAL LATH TAPE WR8 LAYER 11 5TUCCOWRAP COR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL �e's�1'•' e N N-AopAoloololploell000 "L" FLASHING 4 scai.l:: xTs STUCCO E u 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WR8 LAYER 02, FORTIF15ER BUILDING PAPER COR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER 1, — 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER — BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM 0-541-0'3/ MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C TS Des002.pin Grou --- LONGWOOD,.FL 32750 -.v PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 8 vi m E 0 t c SUHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT: 2997.000/114R1 PAGE: WALL ASSEMBLY DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0" SHE;E�T� " THICK, 3 GOAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. - STEP FLASHING FELT UNDERLAYMENT ll SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP COR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING -LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WR5 APPROX. 1 Y2' ABOVE SHINGLES -5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP KICKOUT DETAIL AREA TO RECEIVE 1 COAT OF 5HER-CRETE =LEXI5LE CONCRETE WATERPROOFER or '5CRATCH COAT PRIOR TO ELEC. METER �5TALLATION APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION (PER 3N1AU ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) f ' FLASH OPENING WITH PROTECTO FORM FLASH SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEX15LE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D 15CONNECT WRB LAYER #1, STUCCoICD AP (oR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS 5ED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT 6 JOINTS ALL AROUND " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT FRAME } OVER 'QUICK FLASH' 6A �: �►.ts. PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLA511' &L4E PENETRATION . WOOD SHEATHING WRB LAYER #2, FORTIF15ER WOOD iT WR5 LAYER #1, BUILDING PAPER (OR CONSTRUCTION t 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WR5 LAYER #2, WOOD r �/5' TEXTURED FINISH WOOD FORTIF15ER CONSTRUCTION " FASTEN TO WOOD STRUCTURAL CMU BUILDING PAPER (OR MEMBER 7' O.C. MAX Y APPROVED EQUAL) V.- %8" TO %8" MID -WALL 8" THICK, 3 COAT CEMENT WEEP 5CREED WOOD FRAMED PLASTER`� :4 6" WIDE STRIP SELF WALL TO 1/5' MID -WALL ADHERING FLASHING, CLEAN WEEP 5CREED MA50NRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FIN15H 6 MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED FRAME TO �FRAME,7B >,irs ��FRA�ME�T�OBLOCK NOTE: PROTECTED FLA5H TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 Q7171) A APPLY E -Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES DRYER VENT�BL�ICK� 6 B PER FBG R103.1.1 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 LEGEND DRAINAGE PLANE (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C R103.1.1 / A5TM C-541-09, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 EXTERIOR ILE�TRIIAI RECEPTACLE 9 e:I�RAI`1E CON6t� A R C H IT E C T S 1 -t -F1 IN. KVINALU KCAUAIY 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 . 0 . p . 0 . 0 0 . 0. 0. 0 0 . p 0 . O . . 0 .0 0. 0 . 0 0 . O . .0 . O 0 . o. .0 O . .o 0 . . 0.0.0 0 O .0.0.0 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES DRYER VENT�BL�ICK� 6 B PER FBG R103.1.1 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 LEGEND DRAINAGE PLANE (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C R103.1.1 / A5TM C-541-09, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 EXTERIOR ILE�TRIIAI RECEPTACLE 9 e:I�RAI`1E CON6t� A R C H IT E C T S 1 -t -F1 IN. KVINALU KCAUAIY 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 3UHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 12 ��A�R NO 93723 ABOUCHA�� DATE: 6/12/18 SCALE:1/491=11-0 t$ SHEET WA2 X000000001 3UHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 12 ��A�R NO 93723 ABOUCHA�� DATE: 6/12/18 SCALE:1/491=11-0 t$ SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ %s' WRB LAYER 01, 5TUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING � PAPER COR APPROVED EQUAL) $' THICK, 3 COAT CEMENT WRB LAYER #1, PLASTER 5TUCCOWRAP (OR APPROVED EQUAL) AM6(o-WFWC-180 CUSTOM CA51NG BEAD COR APPROVED EQUAL) ' THICK, 3 COAT CEMENT PLASTER "` WRB LAYER #1/ 5TUCCOWRAP COR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING y .�, - PAPER COR APPROVED EQUAL) m WRB LAYER #1, 5TUCCOWRAP (o' SELF-ADHEREING FLASHING APPROVED EQUAL) K' WRAPPED 6 CORNER OF CANTILEVER MM GAP AMIGO AM66 -WFWC-780 K AMIGO AM(o6 -WFWC-780 CUSTOM CUSTOM CASING BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP rin A\ CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK 1@ DRIP EDGE TO DECK 1 Y"X1 %' P.T. OR SIMULATED WOOD (TREX) FILLER COR 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 J/2"X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER COR APPROVED EQUAL), CONTINUOUS y" GAP FOR BACKER ROD 4 SEALANT S' THICK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) CA51NG BEAD VINYL COR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD wCOMPONENTS PULLED —\ , APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a do WOOD SHEATHING SELF-ADHESIVE FLASHING I 1� VINYL (OR APPROVED EQUAL) CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 / i DECK MEMBRANE, EXTEND OVER DRIP EDGE ",�3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, /V2' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-847-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DGEINSTALLATION 1 lA �= ��E . Y4' GAP FOR BACKE ROD 4 5EAL4 VINYL (OR APPROVED EQUA! CA51NG BEA WATER PROOFING 1st LAYE (2 LAYER PEEL 4 5TICI PEEL 4 5TIC SUB FLOO DRIP FACE TO TREX MODIFIED 9 VINYL COR APPROVED EQUAL) CA51NG BEAD 0/2'X Y2' P.T. OR SIMULATED WOOD (TRE), WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUO, PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT DECK TO CANTILEVER OPT. BACKER RO s' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE51STIVE BARRIER 1*1 WEATHER RESISTIVE BARRIER 02 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION ' THICK, VINYL (OR APPROVED EQUAL) VINYL (OR APPROVED VINYL (OR APPROVED EQUAL) ��►��' ,��,� 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER COR APPROVED EQUAL) 12A � CORNER BEAD @ FRAME : KTA CORNER BEAD (FASTENER 4 SPACING -9 1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12B � CORNER BEAD @ BLOCK : KTA. I 1mv.1 0-1 i� THING '715TIVE BARRIER #1 iISTIVE BARRIER 02 -RING 4 FLASHING 6HING FULLY � ROOF CEMENT A. GALV. METAL DRIP EDGE SET �F 5EALANT, y' MIN. SPACE FROM �) TREX JEATHER RESISTIVE BARRIER #1 JEATHER RESISTIVE BARRIER 02 :XTERIOR COLUMN ;OLUMN SHEATHING �' 5ELF ADHERING 4 FLASHING Y12"x3' 'L' FLASHING FULLY IMBEDDED IN ROOF CEMENT '' X 3' 2(o GA. GALV. METAL DRIP EDGE )ET IN FULL BED OF SEALANT, Y" MIN. >PACE FROM DRIP FACE TO TREX ON ALL 4 51DES OF COLUMN /INYL (OR APPROVED EQUAL) CA51NG BEAD DATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) JRAPPED FROM BALCONY DECK TO CANTILEVER " THICK, 3 COAT CEMENT PLASTER "IETAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) NOTE. SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE BALCONY DRIP : @ COLUMN W GE INSTALLATION L FLASHING 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 .ab esigngroup.com AA #: 0003325 r � �DDODOODOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/114R1 PAGE: WALL ASSEMBLY DETAILS DATE: 6/12/18 SCALE: 1/4"= l' — 0" SHEET W A WOOD SHEATHING WR5 LAYER 1, STUCCOUJRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER 5UILDING PAPER COR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WR5 LAYER 1, 5' COR APPRO� WR5 LAYER #2, FORTIF15E PAPER (OR APPRO� I` ' TH CEMEr (o' 5ELF UJIND�W CASING BEAD @ WINDOW FRAME, NO BAND WOOD CONSTRUCTION 5EYON WOOD 5HEATHIN WEATHER RESISTIVE 5ARRIER WEATHER RESISTIVE 5ARRIER /16" X 1 Y4' LAP 51DING UJ/6' REVEA (o' 5ELF-ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z' FLA5HIN STUCCO CA51NG 5EA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 11(o' X I1v' LAP 51DING UJ/6 REVEAL (o' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z 5EAD VINYL (OR APPROVED EQUAL) CA51NG (UJ/s' FLEXI5LE PVC SACKER ROD) 6' 5ELF-ADHERING FLASHING 3/a' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER 02 STUCCOUJRAP > EQUAL) JG =ORTIFI5ER R COR JAL) T :R WOOD SHEATHING UJRS LAYER #1, 5TUCCOUJRAP COR APPROVED EQUAL) WR5 LAYER 021 FORTIF15ER 5UILDING PAPER COR APPROVED EQUAL; METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6'6ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WR5 LAYER 1, STUCCOUJRAP COR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH >LopEID 8" THICK, 3 COAT w FoR 4RITY) CEMENT PLASTER WR5 LAVER 1, 5TUCCOUJRAP COR APPROVED EQUAL) VINYL COR APPROVED EQUAL) ANGLED CA51NG BEAD WR5 LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o'5ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 13B scale: Krs. (o" SELF -ADHERING FLASHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER 02 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (o' 5ELF-ADHERING FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CASING 5EAD WOOD CONSTRUCTION 5EYOND (o' SELF -ADHERING FLASHING WEATHER RE515TIVE 5ARRIER #1 TO LAP 6' MIN. A50VE TOP OF 'Z" FLASHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE 5ARRIER #1 TO LAP (o' MIN. A50VE TOP OF "Z" FLASHING 6' SELF -ADHERING FLASHING lq: WEATHER RE515TIVE 5ARRIER #1 E BEAD VINYL COR APPROVED EQUAL) CASING (UJ/%s" FLEX15LE PVC SACKER ROD) WEATHER RESISTIVE 5ARRIER 02 SIDING TO STUCCO C,-,�@ FRAME TO FRAME TRANSITION— LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCOUJRAP OR APPROVED EQUAL) WR5 LAYER 02 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO �l c d .. WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-541-091 MIN, 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEM5ER 5UILDING WRAP Y4' GAP TYP CASING BEAD TO WINDOW 1X TRIM MEMBER s STUCCO TO 51DING TRANSITION SIDING—, Ys' GAP TYP CASING BEAD TO TRIM " TH I CK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING '---WR5 LAYER 1, STUCCOUJRAP UJRS LAYER #1, STUCCOUJRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (o' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 : ri.T�.-seaiow WOOD SHEATHING METAL LATH WR5 LAYER 1, STUCCOUJRAP COR APPROVED EQUAL) WR5 LAYER #2, FORTIP15ER BUILDING PAPER COR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER 8' TH I CK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) ANGLED CASING BEAD VINYL COR APPROVED EQUAL) CA51NG 5EAD CASING BEAD @ RAISED BAND FRAME 15 scare: Nxs WOOD SHEATHING WR5 LAYER 01, 5TUCCOUJRAP COR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER 5UILDING PAPER COR APPROVED EQUAL) METAL LATH !'THICK/ 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT PLASTER �METAL LATNSEALANT METAL LATH WR5 LAYER *2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WR5 LAYER "2, FORTIF15ER . .. I � f i /-5UILDING PAPER \--UIRB LATER "I, STUCCOUJRAP (OR APPROVED EQUAL) 6' WIDE PEEL d STICK OVER FLANGE E -T BEAD VINYL COR APPROVED EQUAL) CASING 2: (UJ//' F I A s LEX 5LE PVC 5 cKER ROD INCLUDED) *APPLY FULL 5ED OF SEALANT 5ETUJEEN FLANGE 4 5UILDING WRAP EZ BEAD WINDOW CASING 17 scale: N.t�. f (OR APPROVED EQUAL) f E -Z 5EAD VINYL (OR APPROVED EQUAL) CA51NG (UJ/%8' FLEXI5LE PVC SACKER ROD INCLUDED) WR5 LAYER 1, STUCCOUJRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING - MEM5ER / h' 5ELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 r � \OOODOODDOJ vi E 0 c cc Z SUHDIV. & LOT: KENSINGTON RESERVE (LOT 114) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT& 2997.000/114R1 PAGE: WALL ASSEMBLY DETAILS DATE: 6112118 SCALE: 1/4"=1' _ 0" SHEET INSTALL A SILL DAM OVER THE A R C H IT E C T S TEMPORARILY FOLD-UP 4 APPLY 3/$" NOM. CONTINUOUS 5UILDING WRAP AT THE BACK OR SECURE HOUSEWRAP COR BEAD OF SEALANT AT JAMBS THE SILL AND THEN INSTALL THE TUCK FLAP UNDER) at HEAD AND HEAD or APPLY TO BACK 5ELF-ADHERING 5TRETCHA5LE OF WINDOW NAILING FLANGE IN FLASHING 4 APPLY SEALANT AT ALIGN FLEXIBLE LINE UJ/ PRE-PUNCHED HOLES ENDS OF SILL DAM D esi 2n.SELF-ADHERING OR 5LOT5. Grou I FLASHING UJ/ INT. EDGE 1441 N. RONALD RFAGAN BLVD. CUT HOU5EWRAP AT LONGWOOD, FL 32750 OF 51 LR.O.PH: 407-774-6078 c ANGLELR - .............. -:.-:. ;::. :::. -.em;;::;:... www.abdesigngroup.com 135' AA #• 0003325 MODIFIED "I" CUT IN , HOU5EWRAP LINE OF WINDOW OPENING FOLD HOU5EWRAP-- VE IN AT JAM55 4 SILL MECHANICALLY hN FASTENFANNED EDGES. (CAP NAIL51 APPROVED HOU5EWRAP _ _ _ INSTALL WINDOW PLUMB = w STAPLES) SUPER STRETCH A OVER SHEATHING OVER WE) SLOPE SILL R.O. TO LEVEL AND SQUARE PER a STUD WALL BUTYL FLASHING EXTERIOR MANUFACTURERS WRITTEN INSTRUCTIONS STEP 1 STEP 2 STEP 3STEP 4 STEP 5 w INSTALL SELF-ADHERING 5' VERT. END A FLEXIBLE FLASHING A5 THE DAMS REQ'D. AT APPLY MEMBRANE FLASHING AT THE SILL EACH END OF SILL FLASHING OVER JOINT INSTALL 6" SELF-ADHERING FLASHING OVER VINYL HEAD FOLD HOU5EWRAP DOWN 4 INSTALL 6" WIDE ADHESIVE FLASHING (WITH END DAMS) TAPEDI DIAGONAL 4 BACKED FLEXIBLE FLASHING NAILING FLANGE ACROSS HEAD OF WINDOW MATERIAL OVER DRIP CA JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) N INSTALL (o" SELF-ADHERING 0 FLASHING OVER NAILING 5. EXTEND SELF-ADHERING FLANGE AT JAM55 FLASHING 1 MIN MIN �+ BEYOND JAMB FLASHING w. INSTALL VINYL DRIP CAP EXTEND FLASHING MIN 1" _:. svBDiv LOT. WINDOW FLASHING BELOW 51LL FLEXIBLE F:;: : ;;;: KENSINGTON INSTALLATION DETAILS FLASHING RESERVE 18 (FULL WRAP DO NOT SEAL BOTTOM FIN (LOT 114) sCal.e: Nrs. (FRAME) MODEL: STEP 6 STEP 7 STEP 8 STEP 9 LARGO (VERSION#01) PROJECT#: 2997.000/114R1 NOTE: PAGE: 1. IT 15 THE CONTACTORS RE5PON5151LTY58' TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOU5EWRAP, " MIN. TEXTURED S" MIN. TEXTURED 8" MIN. TEXTURED s" MIN. TEXTURED ASSEMBLY SEALANTS 4 SELF-ADHERING FLASHING 4CEMENTITIOU5 COATING CEMENTITIOUS COATING CEMENTITIOUS COATING CEMENTITIOUS COATING DETAILS APPLY OSI (OR MATERIALS USED DURING EC�LJAL) SEALALA NT s OVER BLOCK OVER 5LOCK OVER FRAME OVER FRAME ' WINDOW/CMU JOINT. CONSTRUCTION. FLUID APPLIED WH. �'� ;� � .. 2. INSTALL ALL MATERIALS PER ARCHITECT. OR EQUAL). MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME STATE OF FLORIDA 00000 SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS 5" MIN. THICKNESS 5" (MIN. THICKNESS s") (MIN. THICKNESS 8") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA -' WARNING. 5EALANT5 AND SELF ADHEREDS. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDAl0000 TO �R'OR 0000- FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. R A. ABO CRA AR NO 93723 g,!�Q�UM STUCCO THICKNESS w..j NOTE: DATE: 6 /12 /18 WALL FLASHING INSTALLATION °: SCALE: 1/4"=1'-0" DETAIL MASONRY �= 5EAL INTERIOR PERIMETER OF WINDOW SHEET WITH SEALANT