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Home My WebLink About3888 Crawley Down Lp 18-4300; NSFH (A)A 7 -dLAR-I VERSION 0 1 RECORD COPY F 0 Row REVIEWED FOR CODE COMPLIANCE PNS EXAMWER LA a. (" Ss DATE SANFORD BUiLDIN(3D1Vi ION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PRO&EED WITH THE WORK AND NOT AS X AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL a CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT l"HE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, vAc CONSTRUCTION OR VIOLATIONS OF THIS CODE t ; COMPACTION TEST = x REQUIRED Results to be Verified at Slab Inspection ryanhoo,011A�es.com #18-4300 ® STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION RYAN HOMES ORLANDO FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR) 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES ORLANDO, FL 32811 AMP. AMPERAGE MEN. MINIMUM 1 FRONT & REAR ELEVATIONS • ALL LOCAL : AND STATE CODES BD. BOARD MTD. MOUNTED 2 LEFT &RIGHT ELEVATIONS RYAN HOMES — TAMPA CL CENTER LINE MTI•• METAL 1409 TECH BLVD., SUITE 202 CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLOOR PLAN • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOOR PLAN TAMPA, FL 33619 • CONSTRUCTION TYPE — VB CLR, CLEAR PL PROPERTY LINE 5 FOUNDATION PLAN CONC. CONCRETE P.B. PUSH BUTTON 5A FOUNDATION DETAILS • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 5B DOWEL PLAN ®STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE C.T. CERAMIC TILE PLYWD. PLYWOOD 5C LINTEL PLAN (LOTT' S) PROFESSIONAL ARCHITECT: — VASD = 116 MPH D. DRYER PR. PAIR 5D LINTEL PLAN (CAST—CRETE) • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5E LINTEL PLAN (QUALITY PRECAST) JAMES CANTWELL • EXPOSURE CATEGORY EXPOSURE C D.G. DUAL GLAZED R. RISER 6 FIRST FLOOR FRAMING PLAN DIA. DIAMETER RAD. RADIUS 7 SECOND FLOOR ROOF FRAMING PLAN AR NO. 12079 • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 8 ENTRY SECTION DETAIL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP, DISPOSAL 9 FIRST FLOOR ELECTRICAL PLANJ, DP. DEEP REF. REFRIGERATOR ��O'd '�'' A.B. DESIGN GROUP, INC. LOCAL AND STATE. CODES DR. noon RM. Roots 9.1 SECOND FLOOR ELECTRICAL PLAN 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D.SMOKE DETECTOR D1 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 WIND SPEED & ' EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG D2 SECTIONS/DETAILS Fax: (407) 774-4078 Tel: (407) 774-6078 EA, EACH SHT. SIIEFT D3 SECTIONS/DETAILS BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING D4 SECTIONS/DETAILS EQ, EQUAL SHWR. SHOWER D5 SECTIONS/DETAILS EXH. EXHAUST SIM. SIMILAR D6 SECTIONS/DETAILS DRAWING / CONTRACT DOCUMENT EXT. EXTERIOR SL. SLIDING D7 WINDOW SCHEDULE ASTURIA 150—C F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS REVIEW BY BUILDER F.G. FUEL GAS STD. STANDARD WAi WALL ASSEMBLY DETAILS AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS WA2 WALL ASSEMBLY DETAILS FLR. FLOOR THK. THICK WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B FTG. FOOTING R T.O.P. TOP OF PLATE WA5 WALL ASSEMBLY DETAILS FTG. FOOTING T.O.S. 1'oP OF SLAB CHAMPION'S RESERVE 140—B GA. GAUGE TYP. TYPICAL GAR. DTSP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND -FAULT CIRCUIT OTHERWISE DESCRIBED IN THIS DRAWING SET) ARE UNCLEARINTERRUPTER V.P. VAPORPROOF CYPRESS PRESERVE 139—C GL. GLASS W. WASHER AND IN NEED OF FURTHER DETAILING OR GYP. BD. GYPSUM BOARD W/ WITH EXPLANATION IN ORDER TO BUILD THIS PROJECT CYPRESS RIDGE 140—B II.B. HOSE BIB WD. WOOD HAMILTON GARDENS 140—B II.C. HOLLOW CORE WDW. WINDOW BASED ON THIS DRAWING SET, THE CORRECT HDR. FADER W/H WATER HEATER PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B IGT. ORHT HEIGHT W.I. WROUGHT IRON INSUL. INSULATION WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140-B S Q . FT. CALC .' S RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B RESPONSIBILITY FOR INTERPRETATIONS OF OCOEE PINES 140—B IST FLR LIVING S12 SQ. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B 2ND FLR• LIVING 1265 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150-C TOTAL LIVING 2,111 SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B PLEASANT HILL 140—B ENTRY 40 50. FT. THESE PLANS ARE DESIGNED AND ENGINEERED FOR GARAGE 441 SQ. FT, A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140—B LANAI 140 SQ. FT, RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B TOTAL 2,1'38 SQ. FT. CATEGORY LESS THAN 150-C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—C GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140-B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S I 0z1" ' G °U pin. I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA OCT ,2°19 JI?1Fi NV 1LU/U D "TE: 10/5/18 AT 1/4" 1'HEET C S or 9 �IIIIIIIIII �ommv�0mmm� SUSDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA OCT ,2°19 JI?1Fi NV 1LU/U D "TE: 10/5/18 AT 1/4" 1'HEET C S or 9 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 PSF) Al. SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 Al ATTICS WIOUT 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 -� 4PSF 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 (PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS *0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.I. GUARDRAILS AND HANDRAILS 200 F.2 GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 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 (20 17) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN,). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION, AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS 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. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 11, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A 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 1/4'. 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 6INCHES 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 R311.31 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/AC1530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSL 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 Y4 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 112 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 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 a" B. CONCRETE EXPOSED TO EARTH OR WEATHER: 6.1. #5, W31 OR D31 AND SMALLER 2. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 3/^ D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y,^ 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.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO, A. Fb =1,100 PSI Fv=175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, 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" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" COX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 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, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS 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 AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/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. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 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 Ys" AMAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH Ys" 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 PASSTHROUGH 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 Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7,1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 b i AC6` W a" ,M 1 ,000000000/ b i AC6` W a" ,M SU'BDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA OCT 0.8 7n (lilt! OX [DekTE: 10/5/18 GALE: 1/401=10-01; SHEET G -T NOF 9 0 --1 4' WIDE / 4" RAISED BANDING I (TYP.) 1 (-,)HEADER DETAIL SCALE. 3/4 1'-0' 6' WIDE RAISED / BANDING +1 (TYP.) 2 BAN/DI1NG DETAIL 1141 N m I I e I I m N N � +1 10 8" ,- SHUTTER DETAIL SCALE: 3/4 1'-0' SHINGLES, (TYP) BATTEN BOARD 12 T 4' WIDE RAISED 5 - BAND (TYP) 18'-8 3/4" 2ND BRCS. HGT. 18'-8 3/4" 2ND BRC•x, HGT, L)/ 8" HEEL ---- -_ - _ �____ ____ _ __ ___ _ �'lU/ 8" HEEL 1�-m --� 4' WIDE RAISED BAND lrYPa HARDIE SIDING - INSTALLED PER MANUFACTURES SPECS. 2 FOAM SHUTTER INSTALLED PER MANUFACTURER'S SPEC'S 4' TRIM BOARD (TYP.) V � 10'-8 3/4' 2ND F.F. 10'-8 3/4" 2ND F.F. -el-41 BRG. HCxT. �.._..._.. __- -- _ __.,_ �. _ j 9V - 4' BRIG. HIST. 6' WIDE RAISED BAND r (TYP) ` 6' RAISED BAND TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0'-0" FIN. FLR. _ _ _ _ _ �O'-m" FIN. FLR. FRONT-- E"LEVATION SCALE: 1/4 = 1'-0' 18'-8 3/4' 2ND BRCS, HGT. ELEVATION 'L' U)/ 8' HEEL Y -- HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 12 10'-8 3/4" 2ND F.F. 4 N 9'-4" BR(S. HGT. V -O° HDR. HGT. 18'-8 3/4" 2ND BRG, HCxT. 8' HEEL 4' TRIM BOARD (TYP.) 10'-8 3/4' 2ND F.F. V -4" BRCS. HCaT. 8'-0" HDR. HGT. TEXTURED CEMENTIOU5 COATING PER (ASTM C92(o) (TYP) 0'-0 FIN. FLR. m' -O" FIN. FLR. REAR ELEV ATION SCALE. 1/4 m 1'-0' ELEVATION "L' ATTIC VENT CALCS MEN AREA OF ATTIC ;■■ NET FREE VENTILATION AREA REQUIRED 1/150 0.62 SQ - F7 -REQUIRED VENTILATION AREA (0.62 x 144) 89.3 KIN. SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 43 1 LF TOTAL # OF VENTS REQUIRED 2,61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF C Emloss 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF e FOAM SHUTTER INSTALLED PER MANUFACTURER'S SPEC'S 4' TRIM BOARD (TYP.) V � 10'-8 3/4' 2ND F.F. 10'-8 3/4" 2ND F.F. -el-41 BRG. HCxT. �.._..._.. __- -- _ __.,_ �. _ j 9V - 4' BRIG. HIST. 6' WIDE RAISED BAND r (TYP) ` 6' RAISED BAND TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0'-0" FIN. FLR. _ _ _ _ _ �O'-m" FIN. FLR. FRONT-- E"LEVATION SCALE: 1/4 = 1'-0' 18'-8 3/4' 2ND BRCS, HGT. ELEVATION 'L' U)/ 8' HEEL Y -- HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 12 10'-8 3/4" 2ND F.F. 4 N 9'-4" BR(S. HGT. V -O° HDR. HGT. 18'-8 3/4" 2ND BRG, HCxT. 8' HEEL 4' TRIM BOARD (TYP.) 10'-8 3/4' 2ND F.F. V -4" BRCS. HCaT. 8'-0" HDR. HGT. TEXTURED CEMENTIOU5 COATING PER (ASTM C92(o) (TYP) 0'-0 FIN. FLR. m' -O" FIN. FLR. REAR ELEV ATION SCALE. 1/4 m 1'-0' ELEVATION "L' ATTIC VENT CALCS CALCS AREA OF ATTIC 93 SQ47- NET FREE VENTILATION AREA REQUIRED 1/150 0.62 SQ - F7 -REQUIRED VENTILATION AREA (0.62 x 144) 89.3 KIN. SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 43 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 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./MT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2,61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 140 SQ - f? -NET FREE VENTILATION AREA REQUIRED (1/150) 0.93 SQ.FT. REQUIRED VENTILATION AREA (0.93 x 144) 134.4 SQ.IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 36 LF A R C H I T E C TS 6Desn roupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FRO NT & REAR ELEVATIONS mmmomft ARCHITECT: STATE OF FLORIDA OCT 0 8 2W JAMA S NTWELL AR 012079 rDA10/5/18E: S6 AT :1/4"=1'-0" SHEET or 9 e • �omavmmvoor SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FRO NT & REAR ELEVATIONS mmmomft ARCHITECT: STATE OF FLORIDA OCT 0 8 2W JAMA S NTWELL AR 012079 rDA10/5/18E: S6 AT :1/4"=1'-0" SHEET or 9 e • SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FRO NT & REAR ELEVATIONS mmmomft ARCHITECT: STATE OF FLORIDA OCT 0 8 2W JAMA S NTWELL AR 012079 rDA10/5/18E: S6 AT :1/4"=1'-0" SHEET or 9 SHINGLES, (TYP.) OFF -RIDGE HENT 18'-8 3/4" 2ND BRG. HCxT. _ _ _ 18'-8 3/4' 2ND 5RG. HGT. W1 a" HEEL - - - W/ 8" HEEL 1' - 0" 1' - 0" I' - 0'• HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 12 Li [==i 12 � 4' TRIM BOARD (TYP.) 10'-8 3/4" 2ND F.F. 4 ��'� 10'-8 3/4" 2ND F.F. V-4" BRCS. HGT. _ _ _ 9'-4" 5RG. HGT. 8'-0" HDR. HGT. 8'-0" HDR. HGT. i'-0° V -0" FIN. FLR. _ _ CTEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) - - - - - - - - - - - - _ - 0'-0" FIN. FLR, LEFT EL VATION SCALE: 1/4 = 1'-0' ELEVATION "L` OFF -RIDGE VENT 12 �5 OFF -RIDGE VENT 18'-8 3/4" 2ND 5RG. HGT.O.L _J 18'-8 3/4" 2ND BRG. HGT. W/ S" HEEL _ _ - - - - - WI S' HEEL HARDIE SIDING 11-011 INSTALLED PER 1' - 0' MANUFACTURES SPECS. � e 4' TRIM BOARD (TYP.) r ; 1'-0° _ 61 _ _ 12 10'-8 3/4" 2ND F.F. _ _ _ - - �_ - - 10'-8 3/4" 2ND F.F. I -r9'-4' 5R(3. HCzT. _ - — 9'-4' BRCS. HGT. HDR. HCxT. - - - - - - - - - - - - - - - - - - - - - - - - - - V-0" HDR. PGT. 11-00 C TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR. ___—F - - - - - - - - - - - - - - - - - - - - - - - - _ �0'-0" FIN. FLR. I GHT E LEV TI O SCALE: 1/4 = 1'-0' ELEVATION rA R C H I T E C TS Design Grou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 r E C6 � O ry� �'I"II'III �ODOODOODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT. STATE OF FLORIDA OCT p 8 213 JAMES NTWELL AR/N 12079 DAT / : 1\0/5/18 sC :1/4„_1,_0„ SHEET 2 or E C6 O ry� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT. STATE OF FLORIDA OCT p 8 213 JAMES NTWELL AR/N 12079 DAT / : 1\0/5/18 sC :1/4„_1,_0„ SHEET 2 or EXTERIOR MASONRY WALL 134G. HEIGHTS 9'-4' BRG. LOAD BRG. WALL NON -5%. WALL COMPONENT AND CLADDING WIND LOADS BASIC WND EXPOSURE FOR 3 SECOND OUSTS CALL f SQ.FT. CALC.'S ZONE 150 MPH WIND 1 IST FLR. LIVING 2ND FLR. LIVING 912 1265 SQ. FT. SQ. FT. 24.80/-30.16 0 TOTAL LIVING ENTRY GARAGE LANAI 2,11-1 40 441 140 SQ. FT. SQ. FT, 5Q. FT. SQ. FT. 2 24 3080 DR TOTAL 2,198 SQ. FT, it 25 -SH 4 EXTERIOR MASONRY WALL 134G. HEIGHTS 9'-4' BRG. LOAD BRG. WALL NON -5%. WALL COMPONENT AND CLADDING WIND LOADS BASIC WND EXPOSURE FOR 3 SECOND OUSTS CALL f SWAM FOOTAGE WK/DR DESMATION ZONE 150 MPH WIND 1 112 161-01 X D'-0' 5 24.80/-30.16 0 OHG E 2 24 3080 DR 4 21.15/-36.05 3 it 25 -SH 4 28.45/-30.95 3A ll 25 -SH 5 28.45/-31.46 315 33 (2) 25 -SH 5 21.13/-34.80 4 64 6080 SGD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD ■ 116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY■TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL NSTALLATION ON ALL FRAM NG MEMBERS T-0' FROM TNI= FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2" 11-2° 2'-011 1 6 CABINET mp SECTION F a u FIRST FUO-*'R PLAN SCALE: 1/4 = I'-0' ELEVATION 'L' 1 A R C H IT E C TS De ° Use 'n. I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 V-0' 14'-011 IL 13'-211 5' X6 P.T. POST W/ WD. 0 E WRAP TO 8'-4' AFF. — — — — — — — — — — — — 0 � k cc � i I BOX BEAM TO MATCH i I COLUMN WID LANAI i I 14'-0'x10'-0' I I 1 0 a, _ I II Ii �IIIIIIIIII I i �om�v�mmoor GOND. I i _m I I `r (2) 25 -SH I I 6080 SGD ( i O 1 ,.n N 3A HB GREAT ROOM 0 e it1 ' 9'-4' CLG, t� iIl 5'-G 11 5'-10" - 4X6 OPOST--\ X6 POST POST _ LBW C LBW ® 4 -SH L VEINK — co PDR i>< i ANTRY 61 co ► -_' o o �,•� 1 m 8'-8' 9'-4' GLCx. t(1 T T SINK p ' KITCHEN 0 0� gill N ® CABINET 9'-4' CLG. 0-1 III MUD ROOM CROWN WC 1 N T T 9'-4' CLG. -� MOULDING—"0 — - Q FOYER _ _ ------ --------------- 71-- V-4' CLG. iv 0 1 1 1 BL. STUD M.T. _ W/H VENT M.WAVE — TO EXTERIOR Q � ' H BOLLARD 2 CAR GARAGE n_ 20'-0'x20'-4' =52 9'-4' CLG. <t � LANDING O � N N --- MT. 1 m i 4 ENTRY — 9'-4' CLG. HB 1 LINE OF 2ND—FLOOR ABOVE _ 16'-0' X 1'-0' OHGD 0 "} 81-8° 211-411 301-011 FIRST FUO-*'R PLAN SCALE: 1/4 = I'-0' ELEVATION 'L' 1 A R C H IT E C TS De ° Use 'n. I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBD� Bc LOT - KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FIRST FLOOR PLAN ARCHRECT- STATE OF FLORIDA OCT as F1a D E: 10/5/18 s ALE:1/4"=1'-0" SHEET 0 or 9 0 E 0 � k cc �IIIIIIIIII �om�v�mmoor SUBD� Bc LOT - KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FIRST FLOOR PLAN ARCHRECT- STATE OF FLORIDA OCT as F1a D E: 10/5/18 s ALE:1/4"=1'-0" SHEET 0 or 9 0 E 0 � k cc SUBD� Bc LOT - KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: FIRST FLOOR PLAN ARCHRECT- STATE OF FLORIDA OCT as F1a D E: 10/5/18 s ALE:1/4"=1'-0" SHEET 0 or 9 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL f SOUAFtE FOOTAGE WK/DFL DESIGNATION ZONE 150 MPH WIND 1 15 3050 -SH 5 28.65/-31.85 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING EGRESS SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d IA 15 3050 -SH 4 28.65/-31.14 EGRESS 15 15 3050 H 5 28.65/-31.85 TEMP 2 15 3050 -SH 4 28.65/-31.14 FIN. FLR TEMP, EGRESS 3 15 3050- 4 28.65/-31.14 9'-4' BRG. HT. 3A15 3050 -SN EGRESS 4 28.65/-31.14 3B 15 3050 -SN 5 2865/-3185 \ \7 EGRESS 4 15 3050 -SN 5 28.65/-3185 \ \ EGRESS 4A 15 3050 -SH 4 28.65/4.14 \ EGRESS 3040 5 213DS/-38.10 \ \ 1/ QW fQ �., ' TEMP 2x12 S.Y.P. TREAD 2x4 RE-INFORCING 0 EA. 2x12 PWDR. 3050 -SH 4 28.65/-31.14 PA.54511C EGRESS WIND DESIGN CRITERIA WIND SPEED MPH (3 SECOND GUST) VULT-150 / VASD ■ 116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED, FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b 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 THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY SCALE: 1/2 = 1'-0' — — —LINE—OF FIRST FLOOR BELOW — — — 301-0,1 /21-211 131'4" v 5'-4" I '-0"v '-5" O3050 -SN 3050 -SN �.,q I EGRESS EGRESS IR -15H . 4 -SN �r LAV MLu wW.I. ' . Ix zp 3B OWNER'S SUITE r"�LG OWNER'S BATH 5 13'-0'X16'-0' 8'-0' CLG, M X4 POST s' -m' CLG. I 10 @ ��6 C �T 4X4 POST 5 'v" O I'a, OA E, a b 4�b - Fa, --o 36'X22' �,� — �8 0X3 m C:z ATTIC I W.I. 61 S E AN <t (PACCESS L'_ : _ 14' BEAT 21' AFF. ' } IR -ISH w A/C 63b 3ABEDROOM 4 0 10'-0'x10'-8'� ( 8'-0' CLG.LF 2,_01 I , 4'-2" 11'-2" l'1 3._8. -.l1_01 3 rl LOFT 0 I 121-61XV-8' I m 2" N. I/2 WALL _�' LAUNDRY r_�n W/ WOOD CAP 8'-0' CLG. I � III �n � �� i (� �i i i � CT I II 2-6 BF-- - O cv I� QI II 1— 1— 4 -SN �t dJ 4X8 m POST x `1 N i o -� BEDROOM 2 N CT AV 10'-10'X11'-0' — 8'-®'Ga 4'-2" 4'-(o" �,_83-` `m� BATH I 8'-3"2'-11" X4 @ r-- POST, 0 I W.LC. i– I DBL. STUD—\,m 3050 -SN IR -ISN TEMP O r---- EGRESSj W.I.C.-' BED�ROOMO 3 t LINE OF 15t I 8'-0' CLG, 8'-0' CLG. r LFLOOR BELOW 0 QC TEMPN 3050 -SN 3050 -SN 3050 -SN 1� EGRESS lA EGRESS O �4 __ -_-- ___J N LINE OF IST FLOOR BEL — — 6'-611 2'-2' 3'-6" 11_21 31_/_ 11 4'-2" 4'-�1 0 -a" /IZ 71 21'-4" 30'-01 SECuo"NDL00 P LL�N SCALE. 1/4 = 1'-0" ELEVATION 'L' A R C H IT E CIS Den GrousigpInc. 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co AA #: 0003325 3/4' TtG SUB FLOOR GLUED l SCREWED PER NAILING SCHEDULE ' PRE -ENG. FLR TRUSSES PER TRUSS PLAN V (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE 10'-8 3/4' 2ND. W.I.C. FIN. FLR \ _ 9'-4' BRG. HT. \ \7 l0" MIN. r. 42' NIGH WALL \ \ FOYER (3) 2x12 SYP STRINGERS SECURED W/ \ z O - 12d NAILS 0 6'-8' O.G. \ \ 1/ QW fQ �., ' 2x12 S.Y.P. TREAD 2x4 RE-INFORCING 0 EA. 2x12 PWDR. \ A` O r- STRINGER mX' KIGKPLATE \ \ 2x12 STRINGER TO SIT ON LANDING \ (BEYOND) STAIR DATA: \ 17 RISERS ®7.57" \ \ 3/4' T<G SUB FLOOR GLUED 16 TREADS ®10" +1" NOSING NAILED \ D15L. 2x6 LEDGER SECURED TO \ BLOCK W/ 3/16' TAP CONS MIN. 1 1/4' EMB. e 24' O.G. STAGGERED sxb LANDING 0'-0' FIN. FLR 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.G. MAX. STAIR SECTION: 9'-:4" BRG. HT. 1 SCALE: 1/2 = 1'-0' — — —LINE—OF FIRST FLOOR BELOW — — — 301-0,1 /21-211 131'4" v 5'-4" I '-0"v '-5" O3050 -SN 3050 -SN �.,q I EGRESS EGRESS IR -15H . 4 -SN �r LAV MLu wW.I. ' . Ix zp 3B OWNER'S SUITE r"�LG OWNER'S BATH 5 13'-0'X16'-0' 8'-0' CLG, M X4 POST s' -m' CLG. I 10 @ ��6 C �T 4X4 POST 5 'v" O I'a, OA E, a b 4�b - Fa, --o 36'X22' �,� — �8 0X3 m C:z ATTIC I W.I. 61 S E AN <t (PACCESS L'_ : _ 14' BEAT 21' AFF. ' } IR -ISH w A/C 63b 3ABEDROOM 4 0 10'-0'x10'-8'� ( 8'-0' CLG.LF 2,_01 I , 4'-2" 11'-2" l'1 3._8. -.l1_01 3 rl LOFT 0 I 121-61XV-8' I m 2" N. I/2 WALL _�' LAUNDRY r_�n W/ WOOD CAP 8'-0' CLG. I � III �n � �� i (� �i i i � CT I II 2-6 BF-- - O cv I� QI II 1— 1— 4 -SN �t dJ 4X8 m POST x `1 N i o -� BEDROOM 2 N CT AV 10'-10'X11'-0' — 8'-®'Ga 4'-2" 4'-(o" �,_83-` `m� BATH I 8'-3"2'-11" X4 @ r-- POST, 0 I W.LC. i– I DBL. STUD—\,m 3050 -SN IR -ISN TEMP O r---- EGRESSj W.I.C.-' BED�ROOMO 3 t LINE OF 15t I 8'-0' CLG, 8'-0' CLG. r LFLOOR BELOW 0 QC TEMPN 3050 -SN 3050 -SN 3050 -SN 1� EGRESS lA EGRESS O �4 __ -_-- ___J N LINE OF IST FLOOR BEL — — 6'-611 2'-2' 3'-6" 11_21 31_/_ 11 4'-2" 4'-�1 0 -a" /IZ 71 21'-4" 30'-01 SECuo"NDL00 P LL�N SCALE. 1/4 = 1'-0" ELEVATION 'L' A R C H IT E CIS Den GrousigpInc. 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co AA #: 0003325 SUBDIV. & Lol KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: SECOND FLOOR PLAN ARCHITECT - STATE OF FLORIDA OCT 0 0 213 3DATJfLO/5/18 S Cj4daEz 1 `4"=1, _ 0," SHEET or 9 ' O V O SUBDIV. & Lol KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: SECOND FLOOR PLAN ARCHITECT - STATE OF FLORIDA OCT 0 0 213 3DATJfLO/5/18 S Cj4daEz 1 `4"=1, _ 0," SHEET or 9 SECURE STRAP a A/C UNITSIMPSON WB ROLL TO CONC. W/ (2) STRAP OR EQUAL 3/16'x2' TAPCONS 3 1/2' THICK SLAB SECURE STRAP _GONG. TO UNIT W/ (2) "8x1 1/4 SHEET METAL 12'-6" 5" SCREWS A/C CONNECTION TO PAD DETAIL (2-TYP) 24') W/ ( WA WWMEEMMA r 24'x24'xl2' CONC. M. W/ l3) "5 KEBABS EA. WAY ON CHAIRS MIN. 3" COVER F O UNDATI O N ]PLAN - SCALE: 1/4 = I' -m" NOTE: A/C LINES FROM UNIT t0 CONDENSER t0 BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S .�Design FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 a 12'-6" 5" 13'-2" 5" (2-TYP) � J 8 5A EXTEND END I I OE PVC. CHASE 8 g 0 11111111111 UP 12' ABOVE 5A 5A _ �emoo0ommmr CONC. SLABLp J SLAB ------ *-3 1/2'1—v ® o® Da ©® 201-211 61-2 C31/2' I ` CONC., REINFORCED 2 `�\\ O' -O" FIN. ELEV. �\`\OIL W/ 6'x6' -W1.4 x WIA 5A FIN. CONC. SLAB \`� ON 6 -MIL POLY ETHYLENE \ VAPOR BARRIER ON 2 HB WELL -COMPACTED CLEAN FILL 5A •\ (BORA-CARE SYSTEM) 24'x24'xl2' CONC.\\` �\ 4' PVC CHASE D \ -STEM UP t0 FTG. W/ (3) "5 \ ® I REBARS EA. WAY \ 2ND. FLR A/C \ \\\ 24 x24 x12 CONC. FTG. 9B ON CHAIRS MIN. \ W/ (3) "5 KEBABS EA. p E 5A 3' COVER \�`\ WAY ON CHAIRS MIN. ( 5 `\\\ 2'-1 1/2" 3' COVER 8 2 -6 1 - m 9' -lm" �`�\ I'-2 1/2" 6'-m" r- ® (— —� 1' PVC CHASE �- - ELEC. 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W/ 16'x16' B (fl 9 TERMITE TREATED FILL a\\�\\��\�\\ \ \/ Q •'4...' z 6 -MIL POLY ETHYLENE VAPOR ' Q • 'd TERMITE TREATED FILL ' Q NL4xW.4 U4F OR FIeE1�5H = u> z � �li�//\//�� - X aaE � WIAXWIA WLF OR FtBERf`TESH ON in ' `� • • , • d ON 6 -MIL POLY ETHYLENE �+ • ',•p w Q 'U e ° . o BARRIER ON WELL -COMPACTED z R' 6 -MIL POLY ETHYLENE VAPOR g (2) 5 REBAR ON CHAIRS n (3) 5 REBAR ON CHAIRS ° 1 REBAR ON E i,1 U 4' 8' 4' 4' CLEAN TERMITE TREATED FILL i ' ° • ` °: VAPORBAWERON W SEE FOUNDATION j DARRIER ON WELL-COMPAGTEp ll!L CCMPACIED CLEAN 4 -CON( KWIOF42D tV j '^ PLAN FOR CHAIRS 4• 4• 0 ��pp ° 14' 6- b, �41\41q FIBER ESH AT A RATE OF IS (SEE Q • ' . a 1 -4. (2J 5 REBAR ON CHAIRS `� GLEAN TERMITE TREATED FILL E TEIa LITE TREATED FILL be FR OBIC YARD CN E FOOTER SIZE FOUNDATION M (2) 5 REBAR 1 .g. 4' 6' 6' 4' 6' 6' 6' 6' z� ON CHAIRS (3) 5 REBAR ON CHAIRS E E in (3) 5 REBAR I^ bHMA. POLY lETF1YLENE VAPOR 0 PLANJ Q' 4' 8' 4' 4' z 4' 1'_g' ON CHAIRS 2'-0' BARRIER CN l o Wal -C "A°ACTED CLEAN RILL in iq u I' -B' (3) 5 REBAR (BORA-CAFE) 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 ENTRWCALEsY 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. 4— 4 E: 1/2'•1'-0' S BG , n . - A CALF: 1/2 . '-0' S B — G , 1�-0' POUR WALL SOLID FOR (1) wS REBAR (1) 5 REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO ( 1) 5 REBAR w 16' O.G. MAX, IN z w W VERTICALLY W/ CONC. CONC. POURED CELL IQABOV CE PERTPLAN. CONC. POURED CELL !VERIFY z R , _ « POURED CELL PER PLAN) TEXTURED G£MENTIOUS Y O E ° ° d . 3 i/1' CONC, RE". W/ 16'X6' (1) 5 REBAR COATING PER (ASTM C926) ° WIAxWIA WWF OR FIBERMESH ON z a, CMU z 8• CMU VERTICALLY W/ (TYPJ REGE88 6 -MIL POLY ETHYLENE VAPOR W = Q W ? CONC. POURED CELL a g� CMU ARAGE D . - " a' • + BARRIER ON Q ;- p L 0. z g ,� 3 1/1 CONC, REIT. W/ 6 xb 7-1 z z _ Q g CI..,IJ r_ a- p-0' E WELL -COMPACTED CLEAN N q a z WIAxWl.4 WILE OR FIBEI�`1ESH ON d' : TERMITE TREATED FILL 1 - •, a N 4' 6 -MIL POLY ST14YLENE VAPOR ° CURB HEIGHT "' � � � — CURB HEIGHT VARIES ia� • • CURB HEIGHT VARIES rA CURB HEIGHT VARIES N r 1� BARRIER ON WELL-COMPACTED71 p 0 VARIER (� 2'-0' (MIN. 8' CLEAN TERMITE TREATED FILL N W 03 MBAR ON CHAIRS N M SLAB) u� • a ° (1) 5 REBAR ON CHAIRS z E 4' 8' [4'11 N 0 .—.�.:. b «.^ ° ... ,-=-•�a-_..�-••-_;; d 3 I/a' CON!. REINF. W/ 16'x16' Q Q ° ° N W p a WIAXWIA ULF OR FIDERMESH ON THICKEN EDGE > z w � b -MIL POLY ETHYLENE VAPOR R > �a : .• (y z '� ° IRSUR BAR!¢tER ON WELL -COMPACTED v SCALE, V! •I -®' Q ip o 3 i/a' CONC, REIT. W/ 16'x16• iA a c < WOOK 3 1/2' GONG, REtT. W/ 6'xb' j L : , o :24 2 AB CLEAN TERMITE TREATED FILL 1'—STORY FOOTING WIAXWIA WWF OR FIIBERMESIH ° WIAxWIA WWF OR RB£Rh1ESH ` ° 3 1%2' CON! REIT. W/ 6'x16' E ° .. ON 6 -MIL POLY ETHYLENE • . • ON 6 -MIL POLY ETHYLENE _ WIAXWIA WWF OR FIBERIESH — ° , VAPOR BARRIER ON ° VAPOR BARRIER ON a . <°.. ON 6 -MIL POLY ETHYLENE • , ,,� I CON! REATFORCEp Iw 11) 5 REBAR ON cHA►RS Q D AT FRONT PORCHES ON FISH AT A RATE OF is (J j� ■1 _0 WELL -COMPACTED CLEAN WELL -COMPACTED CLEAN VAPOR BARRIER ON qn PE7� CIBO YARD Z a 4' B' 4' TERMITE TREATED FILL z W L 4- 6- 6' 4' TERMITE TREATED FILL WELL -COMPACTED CLEAN 6 -ML POLY ETIMXF V VAPOR E z TERMITE TREATED FILL 1'.4- M S E > 4' 6' 6' 4' b' 6• b' 6" BARRIER ON '^ l2) 5 REBAR m 1'-B' (3) 5 REBAR ON CHAIRS T= U "' IIE.L-COMPACTED CLEW FILL OPT. SCREEN ON CHAIRS (DORA-CARE) ENCLOSURE SECURE BT. PLATE 70 iq 1'-B' (3J 5 REBAR ON CHAIRS 2'-0' SECURE STUDS BLK W/ ;'x9' ANCHOR (3) 5 REBAR SCREEN ENCLOSURE TO BTM PLATE BOLT W/ 2- WASHER SET IN ON CHAIRS GARAGE DOOR FOOTING SIMPSON HIGH arRENGTH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING 7 ATTAFACTUR R PER W/SI32'O SP -4 1 -STORY FOOTING SCALE, 1R •I'-ra' � AGruRERa • 32' OZ. MAX �,'O� � ED. MM. • Al GA�&E�� A AT GARAGE 6 B GARAGE BLK. WALL 6 C AT GARAGE • -0 , 1/2 ■1'-0 , -0 0'-0' FIN. FLR. 44.1 1 a s 8 d 3 1/Y CONC, FEW. W/ SECURE BT. PLATE TO 6'x6' WIAxWIA WWF OR FIBERMESH ON 6 -MIL SLAB W/ }'x9' ANCHOR \ -� z Wr POLY ETHYLENE VAPOR SECURE BT. IDLA17M t0 BOLT W/ 2' WASHER SET M BLK W/ (1) 10d MASONRY SIMPSON HIGH STRENGTH \ E 4' 8" 4' BARRIER ON NAILS w 32' O.C. (MAX) EPDXY 6' EMBED. MM • PAVERS— 6' WELL -COM EA TED GLEAN 32' OC MAX z '^ I'-4' TERMITE TREATED FILL E 15 CONT. I' -m' (2) 5 REBAR ON CHAIRS POURED LINTEL CONI (TYP.) S' CMU FILLED CELL (TYP.) ,:, ll) 5 REBAR SET M SIMPSON HIGH STRENGTHEPDXYb EMBED. MIN A TRENCLF OOTING 1—STORY FOOTING ° .0 2x WALL I !IMGarau.PavER AT L.B.W. W UPLIFT 3 I/2' GONG, REIN. W/ • • , ' (3.if'X8' ANCHOR BOLTS or (3, 5W' A tJ • - 3 x6' CONC, WWF OR 3 1/1' CON! REIN. W/ J-13OLTS MIN. 6 EMBEDMENT W/ 2'X2'XI/8 Z W FIBERMESH ON 6 -MIL 6'x6' WIAxWIA WWF OR WASHER AND NUT SPACED EVENLY PROM ° E POLY ETHYLENE VAPOR r P15ERIESM ON 6 -MIL FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR M 3 1/a' CONC, IlMtNF. W/ b'x6' 0'_0- FM FLR ;n U 4' 8' 4' BARRIER ON ;� POLY ETHYLENE VAPOR SOLID POUR ACCEPTABLE RETROFIT) 4'° : d WIAxWI4 WWF OR FIBERMESH ON WELL -COMPACTED CLEAN �4- 1'-0' 4- BARRIER ON 1'_4- TERMITE TREATED FILL WELL -COMPACTED CLEAN BAR POLY ETHYLENE VAPOR f2J 5 REBAR ON CHAIRS I'_g� TERMITE TREATED FILL BARRIER ON WELL -COMPACTED ° a . !3) 5 REBAR ON CHAIRS CLEAN TERMITE TREATED FILL d ' ° ° ° 1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR —GROUTED B°"D"�' TIE VERTICAL REBAR VARIES PER ELEV. AT L.B.W. W NO AT L.B.W. BLOCK WALL CONNECTION A OMITTED DOWELS TO HORIZATIONAL (� TIE VERTICAL REBAR tJ B SCALE, 1/1'•1'-m' SCALE, I/2 I m ' ° TO HORIXATIONAL SCALE: Vl'•1'-0" ,■ �_ E: 1/1'•1'-0' }= l� REBAR W/ 10' HOOK '• a `^ 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM '�+ ° REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV. _ VARIES PER ELEV. CAULK AND SEAL (2) 5 REBAR ON CHAIRS a 3, 3• 2 -STORY (3) 5 MBAR ON CHAIRS ° . GROUTED BOND BEAM (2) 5 REBAR w I -STORY ° ° C ° v — ° (3) 5 REBAR w 2 -STORY < , GAS LME ° ° n a OUTSIDE REBAR TO BE 4 d fi) 5 REBAR VERTICALLY W/ GONG. /\\//\\//\\\\\/\\ CONTINUOUS ° POURED CELL 1 �' PVC SLEEVE FOR GAS LINE ° R-4.1 INSUL. MIN ° d cm a' CMU � 8 I/2' GYP. ILL. BD. (1) 05 - CONT. r : , WOOD BASE I/2' DRYWALL a'-1' MIN. LAP Y_ a W SHOWER RECESS FOOTER — NQ y 6 -MIL POLY ETHYLENE VAPOR 1 � -' z' Q WIAxWtA WLUF OR FIBER!MESH ON '"1O°D B B REBAR LAP AT FOOTING G-EAN011T REQUIRED a CLEANC�IJT REQUIRED SCALE, I •I -® �p BARRIER ON WELL -COMPACTED ALE: -0 CLEAN TERMITE TREATED FILL FOR M81°ECTION FOR INSPECTION z z I' RECESS FOR d d • z00, � SCD. TRACK v d Q E ° n iv ° iv 6' PVC CHASE THRID POOTINCs FINISH FLOOR 0'-0' FM FLR 6' io 0'-0' FM. FLR TIE VERTICAL REBAR w ] a d • e • ° ° <a °,' TIE VERTICAL REBAR / °c a ° a 11 —11 1 1d d. d . 4 (IJ w3 VERT. DOWEL ° d ° • TO HORIZ4TIONAL TO HORIZ4TIONAL Q ° ° • d . d d LAPPED W/ BOND BEAM t -STORY d.:' REBAR W/ 10' HOOK a,:' REBAR W/ I(D' HOOK (U 5 REBAR AT CORNERS �n 4' 8' 14'[ (2) 5 REBAR ON CHAIRS °. W/ 25' LAP MM 2 -STORY (3) 5 R=BAR ON CHAIRS ° 8 . //1 E E d • °" ° HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP REINFORCING ARING CHANGES.G.D. GAS LINE THRU BLOCK BOCWALE : D—RE SCALE, to . _® 11 ecaLE: r•r-m' G : r.r-m' oc AT LINTEL CORNERS D :1� . iov,.Ove; FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: FOUNDATION DETAILS ARCHITECT - STATE OF FLORIDA r o 8 2'13 DAt/t:� 1 O /5 /18 SCALE:1/4 $$=If_Olt SHEET 5 dog 9 �II'I"I"I �000000000� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: FOUNDATION DETAILS ARCHITECT - STATE OF FLORIDA r o 8 2'13 DAt/t:� 1 O /5 /18 SCALE:1/4 $$=If_Olt SHEET 5 dog 9 A R C H I T E C TS Design 4 G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngroup.co m AA M 0003325 r '4 1; Cw IL � 7 O 101-10" - - 101-211 3'-4" ®e2,_8„a ImM 25' - 4” 000000000/ 2(o' -m" c� i-- c{1 N c!J , o, N cc _t In M� W m c� Q , N ® L(1 N tYl N , N e N cp m 1 71 Ion IN Oil + 63 1 -V" - /21-411 1-411 DO"'WEL PLAN SCALE- 1/4 = 1'-0' ----------------- A R C H I T E C TS Design 4 G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngroup.co m AA M 0003325 r '4 1; Cw IL � 7 O 000000000/ SUBDIV. & LO; KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJEC"i R2065.108/0000 PAGE: DOWEL PLAN ARCHITECT - STATE OF FLORIDA ocla$V1a/ DAT : `SO /5 /18 SCALE: 1/4"=1'— 0" SHEET 5BOF 9 '4 1; Cw IL � 7 O SUBDIV. & LO; KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJEC"i R2065.108/0000 PAGE: DOWEL PLAN ARCHITECT - STATE OF FLORIDA ocla$V1a/ DAT : `SO /5 /18 SCALE: 1/4"=1'— 0" SHEET 5BOF 9 GREAT ROOM V-4' CLG. L i iIl 41 L---- -----� - - - - -�-- i PDR . .' i ANTRY --` � 8'-8' CLCx. I � I -- - KITCHEN a&S1-4' III MUD ROOM 9'-4' all --_ _ =�- - - =_= L - _-------------- _____� - _ FOYER O O _ 1-----= 9'-4' CLG. a 0 I I 0� 2 CAR GARAGE -- - - 9'-4' CLG. ENTRY L-2 L-3 I 9'-4' CLG. L-2,4 LINE OF SECOND FLOOR ABOVE 16'-0' X T-0' OHGD L-1 LINTEL SCALE: 1/4 = 1'-0' PLAN EXTERIOR MASONRY WALL BRC. HEIGHTS IIIIIIIIIIIIII 9'-4' BRG. LOAD BRC. WALL NON -BRC. WALL LO TTS gr�� CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8' LINTELS LENGTH LINTEL Total Length 2'-10' 31•6' 4'0 W -b' 4.8' 5'-4' 6'-4' 6'•6' 6'-8' 1'-6' T•B' B'•0' 8'4' T-4' 10'-6' I'4' 7.1. 12'-6' W-4' 14'-0' 14.6' W-4' 11'•4' 19'•4' 20'-0' 21'-4' 22'4' 24'-0' NA - Not COMMENTS SAM LATERAL (PLF) LOADS LINTEL SAFE LATERAL LOADS (PLF) TWO 9'x8' PLAIN 8'x9' SOLID Total Length Type S' DOOR HEADER PLAIN B' DOOR HEADER - SOLID Protest 1998 3564 3'-8' Precast 1117 2011 Precast 1168 2318 4'•0' Retest 950 1611 V Precast 844 1614 4'•2' Precast 861 821 Precast 638 1266 4'-4' Precast 185 886 Precast .506 1163 4'-8' Recast 659 1165 Recast bbb 1355 F.S. Precast 650 Ill Precast 543 1105 6'-8' Precast 504 964 Precast 634 612 1364 12M 1'•8' Prnuet 411 181 Pretest B'-8' Precast 356 664 Precast 518 1211 1 W-8, Pretest 286 535 Precast 446 938 - Precast 425 894 Precast 381 814 Proust 354 145 Precast 271 583 Proust 192 453 Proust 199 620 Precast 164 549 Precast 143 504 Proust 116 - 404 Proust 99 391 Prestressed NA 341 Prestressed NA. 302 Prestressed NA 213 Prestressed NA R6 Prestressed NA. 89 Prestressed NA. 131 Prestressed NA h0 Prestressed NA 93 Recommended PRECAST (2)4 LO TTS gr�� CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE 9'-4' 5RCG HT. COMMENTS L-1 1.1'-4' 8/36-6-0UW(IX PRESTRESSED L-2 4'-6' 8/14-5-(1)U/(0)L RECESSED L -2A 6'-4' 8/16-5-(1X1/(1)1. 4245 L-3 4'-0' 8216-5-(1XJ/(0)L 10000 L -3A 4'-6' 8/16-5-11,11/10X (2) 4 L-35 4'-6' 8/16 -5 -(IX 11(0)L 3831 L-4 '1'-6' 8/ib-S-11X1/(UL 2--1- L-5 I'-8' 8/16-5-(WKUL 1183 t1Vt0 r Am r 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL Ir-- PLAIN OR S❑LID LINTEL 18/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, 1) /5 CONTINUOUS (1) #5 CONTINUOUS •,�.' telco - 13 r 3 - .4; 8"X16" KNOCKOUT BLOCK 3 8"X16" KNOCKOUT BLOCK I6 y •. • ' • A 000 PSI GROUT ��' •�- I 000 PSI GROUT . y• ;rat PLACED IN FIELD) , ,• ; (PLACED IN FIELD) . car • TOP BARS: stiKO • d11c0 L11K0 GE ERAL CODES NOTES: ••s �, 1 SEE SCHEDULE1. ' i� SE SCHEDULE r m •� 1.1. FLORIDA BUILDING CODE RESIDENTIAL, 6T4 EDITION (201-1), SECTIONS 8402,2 4 Rro06 :. • 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1901.2 4 2101. 4c,• (1) X15 CONTINUOUS : • (1) #5 CONTINUOUS :ye 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-08). • "' • - • ,:, t 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-I0). rt "i'•r •6 ,� 7 32" STIRRUPS AT 4'-0" cc 2 ON ETE ' 7 32" S11RR P " N.M- NV I Kt -mtnutu _ .ABLE No. -j REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS TABLE Ng..2_ SAFE WORKING LOADS (PLF) LINTEL CLEAR LENGTH SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GRAVITY CAPACITY CAPACITY CAPACITY (U5L (0)511 (95L (DSU(ML UPLIFT UPLIFT CAPACITY CAPACITY (1)5U (1151- (2)5U 21•10' _ -6' PRECAST (2)-2 M-2 4245 1809 1w 8529 10000 3'•6' 2--2- PRECAST (2) 4 (2) n 2415 3831 3831 4015 4815 4'-0' 2--1- PRECAST (2).2 (2) n 1183 2711 2111 3306 3386 4'-6' V-2' PRECAST (2)-2 (2) n 1343 2165 2165 2608 2608 4'•8' 3.4' PRECAST (2)4 (2)4 1232 2011 7011 2421 2421 5'-4' 5'-10' 4.0' 4'-b' PRECAST PRECAST PRECAST (2)9 (2) 9 1214 (2)-2 (2)4 (2).2 _.1006 660 140 1651 1423 1283 1651 1423 1283 1010 1410 1716 1881 1609 1405 6,-61 5-21 PRECAST !2104 (2)4 110 1232 1232 1145 1348 61•B' 5.4' PRECAST (2) 04 (2)12 697 1184 1184 1081 1795 1.6' 6'•2' PRECAST M-4 (2) 4 510 991- 991 825 1002 T-8' 6'-4' PRECAST (2) 04 (2).2 551 959 959 184 1047 8'•0' 6'4' PREGA5T M-4 !2>4 516 902 902 l@ 954 B'•4' 114' PRECAST (2104 (2)4 488 851 851 646 921 9'-4- V-0' PRECAST (2)-4 (2) 4 416 726 126 4_99 190 I®'-6 9'-T PRECAST (2)4 (2)n 354 618 618 _ 380 613 11'-4' 10'•0' PRECAST (2).1 (2) 03 315 561 561 311 601 12'-0' 10'•0' PRECAST (2) 5 (2) •3 292 $25 525 1 211 561 121-6' 111•2' PRECAST (2)" (119 271 498 498 251 512 B'-4' 12'-0' PRECAST (2) 5 (2)03 155 458 458 '214 442 14'-0' 12'-8' PRECAST - (1) 5 (2) 9 239 430 430 IVO 395 W-8' 13'•4' 1 PRESTRESSED 'M04 (2)5 (2).2 -'1455 418 418 230 446 8'-4' 14'-0' PRF5TRE55ED (2)4 _ (2)4 _NR. N.R 379 319 710 401 n'-4' 19'•4' 16'•0' 16•0' PRESTRESSED PRESTRESSED !1) 4 1715 (2) 4 (2) 9N.R _ --NA 288 274 _ 2E8 224 163 131 311 254 12'•8' PRE5TRE55EP (115 (2)5- NR 201 201 122 231 21'•4' 20'-0' PRESTRESSED (2) 5 V-3 KR 171 14'•8' 107 206 77_0' 20'•8' PRESTRESSED (2)5 11(2) 9 N.R. 902 _Ill 164 100 195 24'•0' 22'-8' FRESTRE65ED (2)-, 1 (2) 9 N.R _164 132 137 84 163 N.M- NV I Kt -mtnutu TABLE No. 9 _ TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS TABLE Ng..2_ SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM Op BAR__ BAR REINFORCING SCHEDULE & LOAD CAPACITIES UPLIFT CAPACITY (U5L NSU UPLIFT CAPACITY WSL (2)5.1 3'•b' 2'-2' PRECAST (2)-2 SAFE WORKING LOADS (PLF) 10000 10000 10000-- 4'-6 2 2'-8' 3.2' PRECAST PRECAST 8" X.16" COMPOSITE LINTELS 10000 1moo - 1000(4 10000 LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 4'_0' PRECAST (2)43„` CAPACITY CAPACITY CAPACITY CAPACITY 10000 10000 5'-4' 50TTOM BAR I TOP BAR (0)51- (I)SUI (05L (I)5U (U5L (I)"5U (U'5L (2)5U 2'-10 -6 PRECAST PRECA5T (2)-4 0000 0000 0665 --70=- Y.I. T-2' _-PRECAST (7) n (2) -2 (719 10000 10000 loom 6595 2-8' PRECAST 02 (2) _____5931 4261 10000 8139 10090 4.6' 1.-21 PRECAST __12) (7) 4 (2).2 3211 9161 6592 10000 -4509_ 3 •4' PRECAST (2) 4 (2) n 2944 8414 6049 10060 5'•4' 4-0' PRECAST (2)9 (P -4 (2)'4 (2)-4 4823 6431 4411 7047 3887 3561 2838 55W 5030 PRECAST (2) 9 ) n 3923 5015 3600 5430 2289 we 3025„- PRECAST (2) 04 (2) 4 4115 4115 2VU 4411 2009 5-2' PRECAST (2)-4 (2)0 3934 3934 2810 4151 6'-8' 5.4' PRECAST (2)04 (2).2 - 3119 3119 2653 3919 1.6' V.21 PRECAST (2) -4 (2) 4 2911 2911 2030 3060 1'-0' V-4- PRECAST • (2)'4 (7) 4 2196- 21% 1932 2931 1323 14'•9' 15'•4' h 4' PR ECAST (2) 4 (2) 4 2581 2581 1154 2102 1131 824 19 4' PRECAST (2) -4 M-2 (2)-3 23% 1600 2506 V-4' 8'-0' PRECAST (2)-4 1277 -23% 1969.- 1969 1236 2055 10'•6' 9'•2' PRECAST (2)-4 (2) -2 1621 1621 941 1695 114 10.0' I PRECAST � (2)5 (1)03 -'1455 1455 195 -15i4-- 121-01 10'-8' PREOAST (2) 5 (2)!3 1335 1335 1 691 1319 12'-6' E-2' PRECAST _ (2)5 PRESTRESSED 1251 1251 634 1298 139 12'-01 PRFCA6T Ms 1 3169 1144 1144 545 1129 (2).3 12'-8' PRECAST (2) 5 ---L2213 (2)03 1101 1066 406 1012 14'•8' 13'•4' STRE58ED _ (2) 4 (2) 4 1419 1419 V 451 902 15'•4' 14'-0' PRESTRESSED- (2) 04 (2) 4 1291 1291 411 E23 IT -4' W-01' PRESTRESSED (2)"4 (2) -2 993 993 15 641 19'•4' Ig -0' PRESTRESSED (2) 5 (2) 9 185 125 260 513 (2)04- 18'-5' PRE0TRE55ED (2) 9 (2)03 12 129 243 419 (2)-4 y_4, PR€6TRF55ED (2)5- (2)9 63 1 633 213 420_ Y1'-0' 70'•8' PRESTRESSED (2) 5 (2) 9 9,1- 591 200 94 24 =m' 22'-8' PRESTRESSED (2)S (2) 61 1591 10'-6' V-2' 330 TABLE No. 9 _ TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM Op BAR__ BAR GRAVITY GRAVITY CAPACITY CAPACITY (0)5L (D -5U 051- (DSU UPLIFT CAPACITY (U5L NSU UPLIFT CAPACITY WSL (2)5.1 3'•b' 2'-2' PRECAST (2)-2 --72) --2 1646 10000 10000 10000-- 4'-6 2 2'-8' 3.2' PRECAST PRECAST (2) 4 (2) 7_ ) 2) n 5303 4142 10000 1moo 10000 8541 1000(4 10000 10000, 3'-4' PRECAST (2) n !2) 4 3198 10000 1838 10000- 5--4- 4'_0' PRECAST (2)43„` (2)4 6239 loom 5738 10000 10000 5'-4' PRECAST 2)9 (2)n 5076 8109_ 4661 9244 6'4' 5-0' PRECA5T (2)-4 -7i3'h 6152 6157 3861 1142 6'-6' 5'-2' PRECAST (2 -4 (719 6250 III 9045 6595 6'-8' 5'-4 PRECAST O!4 2115816 (1)n8114 5816 3441 6124 8420 614' PRECAST !2)14 (2) 04 4312 4312 2636 -4509_ 1'•8' 6'-4' PRECAST (2)-4 !2) 04 4099 5938 25084187' - 61.1. 8'•4' 9'-4' W.01 T00' 8'•0' PRECAST PRECAST PRECAST (P -4 (2)'4 (2)-4 (2) n (2).2 3130 34203420 2134 _4099 3130 _ 2134_--� 2218 _ 2078 610 3887 3561 2838 55W 5030 9'-2' PRECAST. (2)-4 (2)4 2711 2211 1233 2289 we 3025„- 10'-0' PRECAST (2) 5 2) -3 1954 1954 1031_ 2009 W-0' IC' -8' PRECAST (2)5 (2).3 MIS 1119 910 1828 U'-6' II' -2' PRECAST (2) 5 (2) 9 1661 1661 828_ 1101 13'•4' 1 U'-0' PRECAST (2) 5 (2) 5 1501 1501 113 1474 W'•0' 2.8 PRECAST eV -5 (2)5 1399 1399 636 1323 14'•9' 15'•4' h 4' 131-411PRESTRE99ED 14'•0 6.0' Pk`5TR1=9� P PRESTRESSED (2)-a (2)-4 (2)04 (1)n (1)9 (2)-2' 1893 1124 1330 1893 1174 1330 5Bl 5361058 411 1131 824 19 4' 18.0' PRESTRESSED (2)5 (2)-3 1053 1053 334 659 20'-0 IB -B' PRESTRESSED (2) 5 (2) 03 1 9l9 919 312 615 11 4' 20-0' PRESTRESSED (2) -1 ) 852 052 213 �S46- 22.0' 30'-8' PRE5TRE85ED !2)5 0219 191 191 251 01 Sol - 24'-01 2 72 13' PRESTRES5E'D !2) 5 (2) 5 659 659 28 425 TABLE No. 9 _ -TABLE N4 4 REINFORCING SCHF'OULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL -. BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L (1)511 GRAVITY CAPACITY (AL?MU UPLIFT CAPACITY (IP5L !U'5U UPLIFT CAPACITY WSL (275U 2.0' '•6 PRECASTImm (2) n T� (7 n 0000 lOm2F-0 imov "70000 •b' _ 2'^2' PRECAST (2) 02 (2) -2 - 93b1 1000010000 10000_' 10000, 4.0' 2'•8' PREC45T (2) 9 (2) n 6139 10000 10000 10000 4'•6' 3'-2' PRECAST (2) n (2) -1 $074 10000 10000 10000 5'-4' 3'4' 4'•0' PRECAST PRECAST (2).2 (2) 9 (2) . (2) 4 4653 1658 10000 10000 %29 1051 10000 10000 5-10' 4'4' PRECAST (2)9 !21 t 6231 10000 5136 10000 6'•4' '•B' -0' -2' PRECAST -PRECAST �pREGA97 W-4 (2)-4 (2) n (2)n $101 8589 10000_ 10000 4154 4481 9450_ 8913 _ 61.81 �1.6' 5'•4` PRECAST (2)-4 (1)n8114 1405 9481 _ 4231 8420 l -8' 6'-YPRECAST PRECAST (2) 04 02 6235 6416 3242 6411 1'-8' 6'•4' PRECAST !2) 04 (2) 4 5938 6024 3085 6163 8'-0' 8'4' 61•1' 1'-0' PRECAST PRECAST (2) -4 (2)-4 (2) n (2! n_ 5,301 4831 5361 4831 2803 2551 55W 5030 9'-4' 10'•6' O'-0' 9'2- PRECAST PRECAST (2)-4 (2)4_(2)-1 (2)n 3126 2931 3726 2931 1982 820 we 3025„- 11'-4' 10'-0' PRECAST (2)', - (2) 9 2553 2559 @19 7604 12'70' 101•13' PRECAST (2) 5 (2) 9 2305 7305 1125 2291 12.6' 11141 PRECAST (2)s (2) 9 1141 2141 1022 2099 13.4' 1;,-01 PRECAST (2)-5 (2) 9 1976 1926 eel 1821 14'•0' 121•8' PRECAST (2)5 (2)-3 Ills 1116 181 -1635 15'-4' 13'-4' PRESTRESSED (2) -4 f2)12 2345 2345 653 28315 -4' lb'-4' 14.0' PRESTRESSED (2) -4 (2) 02 2136 2136 5% -1283-- 1119 I7_•4' 161-01 PRESTRESSED (2) -4 (2) n 1650 1650 464 918 19.4'IS'40 W-6- 20--0- STRESSED (2) 05 (2) 9 1310 1310 311 135 20 21' 181•8 20'•0' PRESTRESSED PRESTRESSED (2).5 (2)5 (2) 13 (2)9 1219 1062 .1219 1062 Al3 304 686 b01 11 •0' 20'-6' PRESTRESSED (2) 5 1219 _. 994 994. 285 565 24.0' 224 PRESTRESSED (2)-5 (1) 9 824 9241 139 413 TABLE No. 9 _ 1ABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)SL (DSU GRAVITY CAPACITY (1)5L (I)IU UPLIFT CAPACITY (1751- !)5U UPLIFT CAPACITY 0115E (2)5U .11.61AT CAPACITY 2 (2) n T� (7 n 0000 0000 imov Imm 3'- 6' 2 • ' PRECAST 2) 4 1865 10000 ID000 10000_' _ 10000 4'-0' 21w8' PRECAST (2) n (11 -2 1916 10000 10000 10006 414,' 4'•8' 3.2' 3'-4' PRECAST PRECAST - 2)4 (2) n (2 4 (2)12- 6001 5509 Loom. 10000 10000 10000 10000 10000 5'-4' 4'-0' CAST _ (2) 9 (2)-1 9011 10000 8365 10000 5'-10' 4'-6' -_k-OL PRECAST PRECAST (2)9 (2)'4 (2)-2 (7) n 1381 90D0 mw- 100. 0010000 6806 9641 10000 100_00 6'•4' '•B' 5'-2' 5'-4' PRECAST PRECAST (2) 04 (2) 02 9638 10900 10000 MIS 5021 10000 10000 1-b'-- 6-2' PRECAST (2)-4 (2)12 1405 9%1 3848 lb93 l -8' b'-4' PRECAST (2) 4 (2) 12 1054 ilee 3662 1326 11.0' b'-8' PRECAST (1) -4 (22-2 6419 1891 3328 6661 6'•2' 1'-0' MCASs (2) -4 (2) n 5864 1 6933 3031 6091 9'-4' 8'•0' PRECAST (2)-4 (2)n 4561 5066 2355 4145 6' , , PRECAST PRECAST (2)4 _ (2)-2 3526 844 1801 3663 11-- 4 4' •0' 10'-0' 10'-8'PRECAST PRECAST (2) 5 (2) 5 (2) 03 32W 7938 3290 2938 1521 1336 _3098 2133 121-61 1314' T-21 IY-0' PRECAST PRECA5T (2) 5 (2) 5 (2)03 (2).3 2118 2416 n,3 2416 1211 1049 2499 2168 10'-0'1 12'-8' PRECAST (2) 5 (2)9 2216 2216 937 1941 14.8' 13'•4' PRESTRESSED (2)-4 (p) 2811 7811 126 1431 15'-4' 4'•0' PRESTRESSED (2)-4 iln 2616 I-51 663 1312 1114' Ib' -0' PRESTRESSEP (2)-4 O 202 2023 516 102] 19'•4' W-0' PRE5TRE56ED (2) -5(2) 9 1601 1601 413 SO 201•0' 214 W-6- 20--0- STRESSED STRE65ED (2) 5 (2) 5 (2)'-3 (2)03 1496 1305 4 305 385 338 163 669 27 -0' 24'-0' 20'-6:._)°RE5TRE58ED 22'-S' PRESTRESSED (2)-15 (2)5 l2) 9 12 1014. I $2 1014 311 166 629 521 TABLE No. 9 _ .AelE-UD,-z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0151- (1150 GRAVITY CAPACITY WSL (1150 UPLIFT CAPACITY (115L (I)5U UPLIFT CAPACITY (DSL (2)5U r LENGTH SPAN GRAVITY CAPACITY CAPACITY 2 '23 (051- (U5U !U5L (DSU (ML (2)5U 4413 4413 3'-6' 2'•2' PRECAST 7) 4 (2) $13 1865 18 65 2480 2480 10000 T-8' PRECAST (7) (2).2 _ 1131 __ 1425 1425 1863 1863 4' T-2' PRECAST ) 4 - -819 1151 _ 1151 1489 1489 10000 5'-4' 5 •10' PRECAST s4 (2)-2 gC( 1081 1081 1396 13% 5 4' 6 •4' b •b' PRECAST ) -3 (7) 4 659 930 930 1114 1114 5 0' 4-- ' FREGAST M-3--- g_- (2) 4 511 SO$ 809 938 966 b'•4' 5 •0' PRECAST (1) 4 (2) n 494 141 141 115 852 6'•6' 5.2' ___PRECA5T (2).4 416 119 119 130 820 2491 1121 15'-4- PRECAST(2) -4 (2 458 693 693 688 ISO 1060 6'•2' PRIE (2)'4 (2) 381, 586 586 525 661 l •8' b'-4' PRECAST L!4 - (2) 315 568 _ 568 499 641 B'•o' 6' , , PRECAST 14 (2) 02 353 536 536 452 1163 8'-4' 9'•4' T-0' B'0 PRECAST PRECAST (2)-450141-1 (2) •4 2)4 334 (2) -2 786 _ 501 435 501 435 41 ..1 316 Blb 494 10'-6' T-2' PRECAST Jj)•4 (2) 4 245 371 Y-312 239 423 II' -4' 10'-0'1 PRECAST(2) _-,f-RECAST (2) 9 718 - 345 345 lei 338 @'•0' 10'•8' PRECAST(2) PRECAST PRESTRESSED STRE66ED, PRE9TRE55ED PRE6TRE59ED (2).3 202 281 282 113 215 12'•6' 11'-2.'_ PF2ECAST 2) 1 190 243 243 I-51 738 188 91 4 44 -PRECAST (2)-5 151 192 192 130 IBB 14'-0' 12 -B' (y 5 26 160 161 109 151 TABLE No. 9 _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) LINTEL LENGTH CLEAR SPAN 8" X 6" RECESS DOOR HEADFR LINTEL STEEL _ BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L (I)SU LINTEL I CLEAR LNTEL TYPE LINTEL STEEL UNFILLED I GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY 1115E 00)'5.1 (051- (U5U !U5L (DSU (ML (2)5U 32, .4 i111C0 'r � • : t� 411(0 •�•- ' P� • r t ;. s P •i ti • A 3Rl' 32' R C H I T E C T S Des'ign GiIro U lyinc. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 _ TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS t LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL _ BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L (I)SU GRAVITY CAPACITY (U5L 05U UPLIFT CAPACITY (U5L (I)5U UPLIFT CAPACITY (U5L (2)511 C (2Jn A 2 0000 sne :wl 8000 0000 00 0000 10000 4'-2' 4'-4'� PRECAST (2) 7. (2).2 (2).2 3306 9256 (2)4 (2)4 3006 8053 10000 bIDOID 10000 10000 4 ,0' 4.6'3-21 2 .S. _ PRECAST PRECAST (1) n (2)02 (2) n (2)4 9213 6940 _- 10000 10000 10000 10000 10000 10000 4'-8' 3.4' PRECAST (2)) -2 (2).2 6364 10000 10000 10000 5'-4' 5 •10' 4 -0' 4'-6' PRECAST PRECA5T (2) 9 (2)-3 (1) 4 l2) l 10000 8543 10000 10000 _ 9619 1816 10000 10000 6 •4' b •b' 5.0'. 5.1' PRECAST CAST (2) -4 _ (2) -4 (2) 4 ) 41000_0 10000 _ 10000 _ - 10000 6529 6155 10000 10000 5'-4- PRECAST (2)-4 (2) 4 10000 10000 5811 10000 --6 LV PRECAST (2) 04 (2) 4 8581 10000 4455 8916 1 -B' 6'•4' PRECAST PRECAST (2)-4 (2)-4 (2) -2 (2) n 8112 1436 10000 -- 10000 4240 3853 2491 1121 8'-4' 1'•0' PRECAST (2) 4 (2) --2' 6194 10006 516 1060 9'•4' 8'•0' I PRECAST (2)-4 (DQ' 5293 6983 2121 5501 10'-6' CAST (2)04 !2)-2 4086 50431 2094,_ 4748 Il'•4' 0'-0' CAST (2) 5 (215 4221 4221 1163 3593 12'•0' 10'-8' CAST (2)IS !1)9719 3119 1549 3110 12'-6' - II'•1' PRECAST (1)5 ) 0,3 3411 3412 1411 2899 13'•4' 12'•0' _-,f-RECAST (2)05, (2)-3 7998 2998 1218 2516 14'•0' W'•8'T 8'•4' IT-46 8'-4' 12'•8' 13'-4' 14.0' 16'-0' I8'-0' PRECAST PRESTRESSED STRE66ED, PRE9TRE55ED PRE6TRE59ED (2) 5 (2104 !2)-4 (21'4 (215 (2) 9 O 4 4 (7)45 2)1 (2).3 2131 3231 29 2180 1813 2131 3731 29,45 280 1813 1085 149 683 532 426 2260 1484 -1355- 1055 844 20.0' _ 71-4' 22.0' 24'•0' IS' -B' 20'•0' 20-8' 72'_8' STRE5SED PRESTRESSED PRESTRESSED PRESTRESSED (2) 5 (2)5 (2)-5 (2)-5 (2) 03 ) (2) 9 !2) 9 0 4] 1141 1688 413 324 1141 391 42- 321 214 188 91 4 44 TAB NQ-$_ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY GRAVITY CAPACITY CAPACITY (0111. 1111 (U5L (I)SU UPLIFT CAPACITY (I)5L NSU UPLIFT CAPACITY 0175E (215U -10 - C 8115 - 3'•6' 4'-0' 4'-6' 2'-2' 2'-8' 3'•1',_ CAST PRECAST PRECAST (2)-2 (2) -2 (2) -2 -_^( (2) 4 (2)4 $014 3651 2141 10000 loom 10'27 loom 1440 5611 10000 10000 8225 4.8' 3 4' PRECAST_ - (2) -2 (1) 4 2519 6231, - 5150 - 1216 5 -4' 4 V PRECAST (2) 9 _ (2) n 4111 4411 1 3169 4830 5.10' 4.6' - PRECAST (2).3 (2)-2 3344 3564 3065 3865 6'-4' _ S..1. PRECAST (2) 4 (2) R 3038 3038 2539 - 3219 b -6' 5.2' PRECAST (2) 4 ( 2881 2881 2393 3048 PRECAST (2)-4 (2)n 2138 2135 22592895 6'-2' PRECAST (2)04 (714 2193_ 2193 1129 _ 1309 2'4 V-4' PRECAST (2)04- 1108 1108 1645 1219 PRECA5T (2)-4 y_4, 1951 1951 1494 2098 1'•0' PRECAST (2)-4 IB25 1815 1363Isis 9'•4' B'-0' PRECAST 1 (2)4 1 (2)'2 1 1517 811 1054 1591 10'-6' V-2' PRECAST (2) 04 O q 1165 1165 Bol 1314 II'•4' 10'•0' PRECAST (2) 5 1138 1138 bl8 1181 12'•0' 0'-6' PRECAST (2) 5 (7) 9 1047 1041 594 1081 I1'-6' II' -1' PRECAST (2).1 988 We 541 -_-1025 13'-4' W-0' PRECAST (2)!5_ _ (2)9 901 902 465 935 14'-0' 12'•8' PRECAST (2)5 (2)9 842 842 414. .858 .4 i111C0 'r � • : t� 411(0 •�•- ' P� • r t ;. s P •i ti • A 3Rl' 32' R C H I T E C T S Des'ign GiIro U lyinc. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 `� 4 TABLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RI'CESS DOOR HEADER t LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L (U5U (I)5L (U5U UPLIFT CAPACITY (1)5L ()5U UPLIFT CAPACITY (U5L (2)5U =2'•8' C (2Jn A 2 0000 sne :wl PRECA8T (2) 02 (2)4 3651 10000 1440 10000 4'-2' 4'-4'� 2'-I©' 3'-0' CAST PRECAST (2).2 (2).2 3306 9256 (2)4 (2)4 3006 8053 6143 6139 10000 9566 4 W 3 -4' _ CA$T (2) 4 (2-) 4 2519 6231 5150 1216 51.11 4'-4' PRECAST (2)5 (7J4 3514 3210 3211 1042 b-2' 5'•4' 1 PRECAST (2)04 (2) 2138 2738 2259 2895 T-8' 6'•4' PRECAST (2) 04 "l2 2108 2108 1645 2219 PRECAST (2)-4 214 1803 1110 1241 1195 9'•8' S'•4' 1 PRECAST (2)'4 (2) 4 1516 1436 914 1505 .4 i111C0 'r � • : t� 411(0 •�•- ' P� • r t ;. s P •i ti • A 3Rl' 32' R C H I T E C T S Des'ign GiIro U lyinc. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 I r `� 4 t /O♦ V Vi to :wl ' O i .ommommov�. I r `� 4 t /O♦ V Vi to :wl ' O i SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PRO JEC T#: R2065.108 00001 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT: STATE OF FLORIDA N U S Al 4 -0 cc • .• •: • , • ; �ro .,j(t ( ED OR WELDED) n ED OR WELDED (�� '"M° ' �• �• •:; :Zi �AR/►VQ'12079 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: d1st0 -k0 ( ) r 1 r tJ1K0 R • �� •U ' .• i, ,: y, { 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI BOTTOM BAR r to BOTTOM BARS r + r 0 � i • j � •• 2.1-2. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI SEE SCHEDULE (PRECAST) SEE SCHEDULE Uj 0 2.1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP., (PRESTRESSED) 22. REINFORCING BARS: New 3 13/16' 313/161 DAT 10/5,/J 8 2.2.1. STEEL PLACED IN PRECAST LINTEL 15 AT TIME OF FABRICATION A5TM A6(GRADE 60) 2) STRANDS 7/16"� - 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). I ' I ' I ' 1 ' )ARE STRESS RELIEVED 3 �' �.w1/�e►= 14 _ oas 23. PRE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 2-10 K51 nN, nN 3- 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. N. NIH, (27Dksi PRESTRESSED SC 1 CABLE 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. T5, 1 8,28-5-(1) #5 I #5 3. MASONRY: 8 �5 8/32-S-(1) #5/(1� #5 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 'L�' $' �' SHEET 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSL 33. MORTAR SHALL BE TYPE S. 8/16-S_0) #5A1) #5 816 -S -O 5/(� # 1 5 OP' 4. STRUCTURAL: PRECAST PRESTRESSED $ f 20-S-0) #5 /(1) #5 8 /24-S-(1) #5 /(1) 5 $ /16-S-(1) #5 /(1) #5 4- - 1 5C�./ 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 (201-1), SECTION 8606.14 OR FLORIDA BUILDING 8/1 S (11-#5/O #5#5 CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 A R C H I T E C T 4 Desi n ,Gro �nc. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r V 0 "� 4�� I k } Ito Y �o��v�vaomr r V 0 "� 4�� I k } Ito Y SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: LINTEL PLAN (CAST - CRETE) ARCHITECT STATE OF FLORIDA OCT72p .13 DA7 10/5/18 SCALE: 1/4"=1'-0" SHEET 5DOF 9 GREAT ROOM 9'-4' CLG. L -3A ■ L - - - - - - - - - r� cv - - - - - o�-o N-` -/ 8 SDR ANTRY V-4' CLG. KITCHEN I V-4' CLG. III MUD ROOM V-4' CLG. I I ------------ FOYER =__= � � ----- --------t------------ I V-4' CLG.41 111 _ ■ ■ 2 CAR GARAGE L-3 I ENTRY 9'-4' CLG. I a-------- L -2A LINE OF SECOND FLOOR ABOVE 16'-0' X 1'-0' OHGD - -- - - - - - - - - - - - - -- (9 L-1 LINT111-4L PLA SCALE: 1/4 = 1'-0' QUALITY PRECAST COMPANY �--\ 'STRONG' ON SERVICE P,❑, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS TYPE: (3'-4' BRCS. HT. COMMENTS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY GRAVITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U DETAIL'U' DETAIL'V' UPLIFT CAPACITY (0)#5L (1)#5U ETAIL' (' & .Vl DETAIL'U' &'V' UPLIFT CAPACITY (1)#5L 2 #5U DETAIL'W' 2'-10" 1'4' PRECAST (?)_p4-5 WIRE 2)_No.3 10000 10000 1000_0 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 8/16-540JUM. 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1000_0 10000 10000 4'-6" 3'-2" PRECAST(2) PRECAST D4.5 WIRE (2) D4.5 WIRE j21 No. 3 2 No. 3 10000 9576 10000 10000 10000 10000 10000 10000 4'-8" 3'4" 54" 4'-0" PRECAST___ (2) D4.5 WIRE 2 No. 3 70_09 10000 10000 10000 6-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 6-2" PRECAST. (2) D4.5 WIRE 2 No. 4 7924 10000 (2) D4.5 WIRE 2 N0.4 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 _9263 6723 TO -O06- 00007'-8"6'-4" 7'4'---6'4- 1 9'-2" PRECAST PRECAST (2) D4.5 WIRE j2) No. 4 5473 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 64" 7'-0" PRECAST (2) D4.5 WIRE 2j No _4 4546 7957 5320 10000 9'-4" If& PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'4" 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" 1 V-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 V 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 + 2 No.4 3326 3326 1829 2919 15'4" 14'-0" _ PRESTRESSED (2) No. 3 (2) 7/16 strand + 2j No: 4 3031 3031 1666 2702 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2LNNo. 4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No..S 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1737 1737 959 1778 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1250 1250 658 1300 QUALITY PRECAST COMPANY �--\ 'STRONG' ON SERVICE P,❑, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: (3'-4' BRCS. HT. COMMENTS L -I 1'1'-4' 8/36-5-0)LIKUL FR£STRESSED L-2 4'-6' 8/14-5-0ULIKOX RECESSED L -2A 8'-8' 8/16-S-(l)JKlX -(2) D4.5 WIRE2) No. 3 L-3 4'-0' 8/16-5-0ULIKOt 4'-0" L -3A 4'-6' 8/16-S-(I)JK0X 10000 10000 10600 L-38 4'-6' 8/16-S-Wil(0X (2) D4.5 WIRE 2) No. 3 L-4 -1140' 8/16-540JUM. 4'-8" L-5 �'-8' 8/16-5-(1JU/lIX 10000 9053 10000 EXTERIOR MASONRY WALL BRS. HEIGHTS IIIIIIIIIIIII V-4' BRC. LOAD BR3. WALL 1 NON -BRCS. WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS TOTAL LENGTH LINTEL LENGTH CLEAR LINTEL TYPE SPAN LINTEL STEEL TOP LINTEL STEEL WIRE/ BARCAPACITY BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5 DETAIL W GRAVITY UPLIFT UPLIFT CAPACITY CAPACITY (1) #51-(1) 1 #5 (0)#5L (1)#5U (1)#5L (1)#5U (�)#SL (2)#5U DETAIL'JDETAIL'H' &'J' DETAIL'K' LATERAL - PRECAST _ (2)__p 4.5 WIRE NO. 3 10000 10000 10000 10000 LINTEL STEEL TOP WIRE/ BAR 3'-6" 2'-2" PRECAST -(2) D4.5 WIRE2) No. 3 10000 10000 10000 10000 PLAIN 4'-0" 2'8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10600 DETAIL'DB' 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2) No. 3 720_7 _ 10000 98_63 10000 (2) No.3 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2) No. 3 6614 10000 9053 10000 3'-8" 5'-4" 4'-0" PRECAST No. (2) D4.5 WIRE 2o. 3 4843 6687 6635 7320 1919 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 PRECAST 6'-6" 5'-2" PRECAST _(2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 2'-8" 7-6" 6-2" PRECAST (2) D4.5 WIRE 2) No. 4 3206_ 3206 3183 7-8" 6'4" PRECAST (2) D4.5 WIRE _12) No. 4 3071 -3.0.63 3071 2916 3049 PRECAST 8'-0'1- 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 2'-10" &-4" 7'-0" PRECAST (2) D4.5 WIRE 2 N0.4 2625 2625_ 2421 1668 1668 1376 9'4" 8'-0" _ PRECAST (2) D4.5 WIRE 2 No. 4 2153 _2607 2153 1881 ~_2139 (2) No. 3 10'-6" 1 9'-2" PRECAST (2) _ D4.5 WIRE 2 N0.4 1777 1777 1448 1766 (2) D4.5 WIRE 11'-4" 10'-0" PRECAST (2) No.3 2 N0.5 1568 1_568 1222 1568 3'-4" 12'-0" 10'-8' PRECAST 2) No.3 2 No. 5 1439 1439 1075 1439 929 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 9$1 1354 (2) No. 3 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232! 849 - 1232 4'-0" 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 5'-8- 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 1419 1419 850 1347 864 164" 14'-0" PRESTRESSED _ (2) No. 3 (2) 7/16 strand + 21_No. 4 1291 1291 775 1270 PRECAST 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2) No. 4 993 993 600 1084 5'-4" 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1035 1035 478 936 816 816 650 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2j No. 5 961 961 446 872 (2) D4.5 WIRE 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 22j No. 5 834 834 390 763 C-0" 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2) No. 5 720 720 366 716 537 24'-0" 22'-8" PRESTRESSED (2) No. 3 s ran + (2) No. 5 642 642 306 599 LATERAL SAFE LOADS (PLF) AVITY & UPLIFT A E LOADS F 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER 4' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD DETAIL'DV' PLAIN SOLID PLAIN SOLID SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L ##51) U 10) LL 'SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST - (2) D4.5 WIRE (2) No. 3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE - (2) No. 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 559 559 5'-8- 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 9133 7835 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'-4" C-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 8'-0", PRECAST (2) D4.5 WIRE (2) No. 4 294 510 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 TYPICALLINTEL SECTION 4' GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10 2-6 TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LRJTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 4'4" SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV' DETAIL'DW 10000 3-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 9975 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 6110 10000 61-8" 5'-4" 5'-0" PRECAST (2) 64.5 WIRE (2) No. 4 5323 10000 4103 R C H I T E C T S '. 0�, 9" Design r -n: wvi-r 1w -Dula FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �omvoo0mom► " -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'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 61-8" 5'-4" 5'-0" PRECAST (2) 64.5 WIRE (2) No. 4 5323 10000 4103 10000 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' (I) CONTINUOUS REQ'D. ST PER STRUCTURAL PLAN TOTAL LENGTH CLEAR SPAN DOOR SIZE --- LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #51) UL(0) L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-9' 2'-4" - PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 - 10000 10000 7/37' STIRRUPS AT 4'-0" cc Nim(TIED OR WELDED) 2'-0" 4'-0" 2'-8" 2'4- .PRECAST (2) D4.5 WIRE (2) No,.3 4511 10000 9686 .10000 Lr)o �- SEE SOCM BARS HEDULE 4'4" 2'-10" 7-6" 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 MiM 78. Mi"' 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 5'-8" 4'-4" 4'-0" PRECAST (2) 04.5 WIRE (2) No. 3 1819 4139 3839 3839 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 TYPICALLINTEL SECTION 7'4" 6'-4' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 PRECASTCONCRETE 9'-B" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 2' 2' -- (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN X00 7/32" STIRRUPS AT 4'-0" cc Ujipp M (TIED OR WELDED) N BOTTOM BARS M (U SEE SCHEDULE LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1) (1 L SOLID #S (2) U (1( DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'-8" _'- 2'-4' - 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 _-7 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" 2'4- PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 Mild, NOTES: 4'-4" 31 -0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICALRECESS DOOR HEADER SECTION 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 64" 5'-0" PRECAST 1 (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 PRECASTCONCRETE 7'-8" 6'-4" 6'-91 PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 R C H I T E C T S '. 0�, 9" Design r -n: wvi-r 1w -Dula FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �omvoo0mom► " E IM � W E SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHfTECT. STATE OF FLORIDA OCT DAT �0/5/183 SC ' :1/4"_1,-0,► SHEET 5EOF 9 HEADER SPAN CHART lJ-IFdT'�F 2 A17FS i=1=P (--WONT [IN e) ) SINCSLE STORY APPLICATION CONNECTOR SCHE ULE CONTROL DATE, 01-01-15 CLEAR SPAN SIMPSON USP DBL 2 x 8 5'-4' TO '1'-0' DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER SIZE META -16 1450. HTA 16-18 1400 DBL 2 x 8 (1) led x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: (I0) led x 1 1/2' - NO 16d OPTION) DBL 2 x 10 (2) META -16 Ism (2) HTA 16-I8 2800 AT EACH END OF HEADER (10) led x 1 V2' I -PLY, (USP: (I0) loci x 1 1/27 1900 (14) Ibd 2 -PLY (USP: NO 16d OPTION) HETA-I6 1810 HTA 16 1615 (9) 10d x 1 1/2' I -PLY, (B) Ibd 2 -PLY USP: 00) led x 1 1/2', NO 16d OPTION —id i i HETA-20 1810 NTA 20 1615 _ =��I (9) led x 1 1/2' 1 -PLY, (8) 16d 2 -PLY USP: (10) led x 1 1/2', NO 16d OPTION' } Z (2) HETA-20 2035 (2) HTA-20 3130 (10) 10d x 1 1/2' 1 -PLY USP: (10) led x 1 1/2' �— 2500 (12) 16d 2 -PLY NSP: NO Ibd OPTION) O LGT-2 2150 LUGT-2w 1915 Cl) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP, ELK (5) 1/4' WB, WOOD (Ib) led V) DE7AL-20 - _ 24W NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY it II -1 II I1 MGT + 3965 MUGT 4000 (1) 5/9' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (25) led TO WOOD) II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II HGT-2 + 10980 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) led TO WOOD (USP: WOOD (8) 10d) II I1 II II I I I I HIST -3 + 10530 HUG7-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(.) led TO WOOD (USP: WOOD (8) 10d) LGT3-SD525 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) II II LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) loci x 1-1/2' (USP: (10) led x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (I6 )-SDS 1/4'X3' TO WOOD FLo5 = - —(2) VGT 1185 NO U5P CONVERSION FOR SIMP50N (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLT — MT5-12 1000 MTW 12 1595 x N (14) led x 1 1/2' (USP: (14) led x 1 1/2', (14) 106) H79-16 1150 HTW 16 1660 - (I( ) led x 1 1/2' NSP: (16) led x 1 1/2', (16) 10d) HTS -20 1450 HTW 20 2045 (24) led x 1 1/2' CUSP: (24) led x 1 1/2', (20) loci) _ FLO HTS -24 1450 HTW 24 2045 (24) led. x 1 1/2' (USP: (24) led x 1 IR', (20) led) - LSTA-12 .. 925 LSTA 12 910 — (10) led USP: (10) 106 LSTA-18 +. _ 1235 - LSTA 18 1360 - (14) 106 USP: (14) led MSTA-18 •• 1315 MSTA-18 1.415 ® (14) loci USP: (14) led N MSTA-24 ++ 1640 MSTA-24 1150 FLo3 (I8) 100 USP: - (18) loci M5TA-30 ++ 2050 MSTA-30 2140 (22) led USP: (22) led - < MSTA-36 +• 2050 MSTA-36 2525 FLo3 - - (26)led USP: (26)led F- MSTI-36 3800 KSTI 236 30BO - 11 (36) led x 1 1/2' USP: (36) led x 1 1/2' V) MSTI-48 5065 KTSI 248 4250 FLo3 (48) led x 1 1/2' USP: (48) loci x 1 1/2' °-70 II H6 950 LFTA 6 1595 3- --- FL12GE (8) Bd TO PLATES, l8) ed TO STUDS NSP: (16) 8d x 1 1/2', (ib) 8d) FLOI _ _ 5P4 885 SPT 4 945 FLOI (b) led x 1 1/2' TO 8TUD5 USP: (b) led x 1 1/2' TO STUDS 1=01 - - =I A34 395 MP 34 410 (4) 8ci x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP_2 1010 FLOW (12) 10d x 1 1/2' USP: (10) led x 1 1/2' TO TRUSS, (10) led X 1 1/2' TO PLATE CJIA HIDA 1340 RT 16A 2180 (18) led x 1 1/2' U8P: 03)1_10d x 1 1/2' TO TRUSS, (6) led X 1 1/2' TO PLATE - FLOI VGT 4 HDU4 4565 PHD 4A 4535 - - (I6)-15DS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUT5/UWA6HER/2 PLY USP: 5/S' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HD15 4940 TDX 10 5110 (16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNJASHER/2PLY 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 CONIC., (12) 16d TO WOOD USP: SAME A5 SIMPSON 8 ABU 66 2300 12000 PAU 66 2535 13815 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON LTTI9 ..• 1340 LTS 19 1205(1) PLAN 3/4' A.T.I¢. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMI-SON O = LTT2013 •.• 1500 LTS 20B IIOS (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (le)Ied TO WOOD USP: 3/4- ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, (10) led x 1 1/2', 2-1/2' (� ZUSP HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONC, (IS) 5D'I0 X 11/2' (USP: (20) 16d X 2-1/2') HAS MORE NAIL OPTIONS: (20) led, (20) loci x I-1/2', (20) 160 x 2 1/2' Q HTT5 5090 HTT45 — 5430 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1- EMBED,) IN CONIC„ (26) Ibd X 2 1/2' CUSP, (20) Ibd X 2-1/27 USP HAS MORE NAIL OPTIONS (28) led, (28) led x 1-I/2', (20) Ibd x 2 1/2' HHDQII-SDS 2.5. 11,810 UPHD If 12090 (U 1' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) BPS Y4' x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) Ho -B 6,645 TDX 10 5110 1 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MM. l' EMBED.) IN CONIC, (3) 3/4' STUD BOLTS TO WOOD (USP, (4) 1/8' BOLTS) (A MBNA 356/1115 3415 5330 1 NFM35X12U 3165 1130 SIMP50N: (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN Ci -1.u. TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (IS)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 RAI1SET/RFDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ- W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST w W 0 HUSC412 (WOOD) 2660 (FLR) 3635 3265 (ROOF) HU54121F 3060 2530 (FLR) (10) Ibd TO HEADER (le) 16d TO WOOD USP; SAME AS SIMPSON 3225 (ROOF) z HUC410 (CMU) 1810 5085 H0410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (18) 1/4' x 3' WS3 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) led TO WOOD: CUSP 08) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD WUC210-3 (CMU) 18IC 4000 W0210 -31F Ito5 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26.2-501(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 805 SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENG INEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITU7I145 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN T DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. .. led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 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 l' - - W F— 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 IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL 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-SA5.2012, HEADER SPAN CHART lJ-IFdT'�F 2 A17FS i=1=P (--WONT [IN e) ) SINCSLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-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 SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO II DBL 2 x 10 11 TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 l02 SYP) 't/16' OSB (TYP.) NAIL (3) 12d 0 V-8' O.G. TYP. 2x12 BM. f HDR. ® ENTRY MINIMUM REQUIREMENTSDER MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UN.O. W-11 1/2' "I'-11 1/2' AND UP NUMBER OF HEADER STUDS POST TO SLAB U1/A5U-66 11(2) 1X112.OE LVL u �rr SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS loll CJ4 II It II 2 CJ4 AT EACH END OF HEADER 1 �\Q � Illll 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 ROONFLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U,N.O.ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL 5RG. HEIGHTS 9'•d' BRCrt. LOAD BRG. WALL NDN -5R3. WALL ARCH IT EC TS Deign 4Grouisfrnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd esigngroup.com AA #: 0003325 E SECURE 5M TO PT 6x6 POST UJ/ (2) MSTA - 24— POST TO SLAB U1/A5U-66 11(2) 1X112.OE LVL u �rr (2-TYP) c�2 II II II Intl CJ2 loll CJ4 II It II l I }uj CJ4 h 11111 J �% •Y �\Q � Illll I�Q—= - - - =-0� Fol II 1A —id i i 111 NUC -410 I _ _ �= _ _ =��I F02 lullI CN --------------\-ltl� NUG -410 r—_ _ -� °. = 1 F02 3 ° I I� i I� '�0 I I _ � Q' 1 16►---I-i---- � �---��Q�--- � �¢►--- � �6i---1 I� -- I I� — � I l� 110 110 ---� LL LL � II II I ILL "- "- I ILL I ILL i ILI- I ILI- I (LL I ILL- LL LL II II 0 0 LL II II II II II II II II 11 II II II II II II II II II II II II II II II u- it II -1 II I1 II II II II II II II II II II II II II II it II II -- .; - II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II it - II II II 11 II II I I I I I Ii II II II II II II 11 II II II II II II II II II �� II (I II II II TRUSS TO 4X6 II I1 II II I I I I (S-12 I I I I I I I I I I I II II POST TO II I t II II II NTT -4 II II II II II II JL- I1� 11 II II FLm = � I I 1 =�C----------_ = 0 FLo5 = - L� cA FLo5 N - - - -x m = - x N N RE - - - - - - - 0 - _ _ _ _ _X. _ FLO C14 - fa - - FLm -- ® DBL.. STUD U - - - - - - - FL04 _ FLo3 _ - - - - - - -- - - FLo3 - - 011 FLIT _ � - - - - FL03 - 11 ■ -� FLo3 °-70 II 3- --- FL12GE FL02GE _ _ _ _ _ _ _ 42X�o LEDGER TO FLOI _ _ -- -I------- ------ TRUSS U1/ 3/8'X4" 1 - FLOI 1=01 - - =I i LACE SCREWS a 16' - _ _ O.G. MAX FLOW CJIA l 1 _- _ - -- - - FLOI �. (2) META -16 _ - - - - - 0) META -16 -- ---------------------------------------_ - - -----1 = - FG03 3 -- -- - ---- ---- --- ---- --- -- T77-- ---- ---- I -- -- -- ---� CJ1A 11 — ,a CJ1A 8 t t _v t I 1 AAAA 1, FIRST FLU'OR FRAMING PLAN SCALE: 1/4 = 1'-0' ARCH IT EC TS Deign 4Grouisfrnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd esigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHffECT. STATE OF FLORIDA OCT o a FIV DA . 1.0/5/18 SC :1/4"=1'-0" S EET or 9 E O �rr q n h �omma0mao0� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHffECT. STATE OF FLORIDA OCT o a FIV DA . 1.0/5/18 SC :1/4"=1'-0" S EET or 9 E O �rr q n h SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHffECT. STATE OF FLORIDA OCT o a FIV DA . 1.0/5/18 SC :1/4"=1'-0" S EET or 9 HEADER SPAN CHART (DEADER SIZES PER CPART. U.N.O.) SINGLE STORY APPLICATION CONNECTOR SCHED`lJLE CONTROL DATE; 07-01-15 CLEAR SPAN SIMPSON USP DBL 2 x 8 5'-4' TO 1'-0' DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER SIZE META -16 1450 HTA I6 -IS 1400 DBL 2 x 8 (1J 10d x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, (USP; (10) 10d X 1 1/2' - NO Ibd OPTION) DBL 2 x 10 1985 (2) META -16 1900 (2) NTA 16-18 .2800 AT EACH END OF HEADER (10) IOd x 1 1/2' 1 -PLY, (USP: (10) 106 x 1 1/29 . (14) 166 2 -PLY (USP: NO Ibd OPTION) 3 HETA-I6 1810 HTA 16 _ 1615 , (9) 10d x 11/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION II II II HETA-20 1810 HTA 20 1615 (9) 10d x 1 1/2' I -PLY, (8) 1( d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION Z 2035 (2) HETA-20 2500 (2) HTA-20 3110 II (10) 10d x 11/2' I -PLY USP: (10) Imd x 1 1/2' (12) Ibd 2 -PLY (USP, NO Ibd OPTION) 0 LOT -2 2150 LWT -2 1915 11 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: MILK (5) 1/4' WB, WOOD (I6) 10d in DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (IB) - 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) 10d TO WOOD) II II II HGT-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) 106) TRUSS A01 HGT-3 '+ —10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) IOd TO WOOD (USP: WOOD (8) 10d) = LGT3-SD82.5 3285 LUGT-3 5330 (12) SDS 1/4'41/2" TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP; CONIC. (4) 3/8' X 5' WEDGE SOLT, WOOD (12) WS25) CJ5 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x 1-1/1' NSP: (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), (I6)-505 I/4'X3" TO WOOD - L 1 (2) VGT 1185 NO USP CONVERSION FOR 61MPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-605 1/4'X3' / 2 PLY MTS -12 1000 MTW 12 1595 04) 10d x 1 1/2' (USP; (14) 10d x 1 1/2', (14) 10d) j1 _ _ -11 HTS-16� 1150 NTW 16 1660 (I6) 10d x 1 1/2' (USP; (16) 10d x 1 1/2"(16) IOd) HT6-20 1450 HTW 20 2045 (24) 106 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) HT5-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP; (24) 10d x 1 1/2', (20) 106) LSTA-12 .« 925 L5TA 12 910 (10) loci USP: (10) 10d TRUSS TO 4X4 POST LSTA-18 .+ 1235 ' LSTA 18 1360 - (14) 10d USP: (14) 10d MSTA-18 +• 1315 MSTA-18 1315 (14) 10d USP: (14) 10d 0 MSTA-24 «+ 1640 M5TA-24 1150 (18) 10d USP; (18) IOd MSTA-30 ++ 2050 M15TA-30 2140 (22) 10d USP: (22) 106 MSTA-36 + 2050MSTA-36 2525 (2( )10d USP, (26)106 F-MSTI-36 3800 KSTI 236 3090 (36) 10d x 1 1/2' USP, (36) Imd x 1 1/2' N MSTI-48 5065 KT8I 248 4250 (48) 10d x 1 1/2' USP: (48) 10d x 1 1/2' _ H6 950 LFTA b 1595 (8) 8d TO PLATES, (8) Bd TO STUDS !USP: (16) 8d x 1 1/2', (16) 8d) = _ SP4 585 SPT 4 945 !( ) 10d x 1 1/2' TO STUDS USP: (b) 10d x 11/2' TO STUDS CMU W/ HTT-4 A34 395 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 11/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) Ed x 1 1/2" TO POST. HCP2 645 HHCP 2 ..._ 1010 (12) 10d x 1 1/2' —�� USP: (10) 10d x 1 1/2' TO TRUSS, (10) 106 X 1 1/2' TO PLATE HIDA 1340 RT I&A 2180 (18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (5) 10d X 1 1/2' TO PLATE VGT 4 HDU4 4565 ~PHD 4A 4535 (16) -SDS 1/4'x3' TO WOOD, (10)-505 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS - - VGT 4 HD15 4940 TDX 10 5110 (I6)-606 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' 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 USP: SAME A5 SIMPSON ASU 66 2300 12000 PAU 66 - 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON aLTTI9 +•+ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC., !8)10d TO WOOD USP: SAME AS SIMPSON 0 _ LTT20B +++ -1500 LTS 20S 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, 00)IOd TO WOOD 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' 0 Z HTT4 4455 HTT45 4465 _USP: (1) 5/e' ATR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (18) SD -10 X I t/2' (USP; (20) 16d X 2-1/21) USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Ibd x 2-1/2' - Q HTTS 5090 HTT45 5430 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) lbd X 2 1/2' (USP: (20) Ibd X 2-1/27 USP HAS MORE NAIL OPTIONS; (28) 10d, (28) 106 x 1.1/2', (20) Ibd x 2 1/2' HHDQII-SD5 25• 11010 UPHD II .12090 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC, (24) SDS Y4' x 2Y' WOOD SCREWS. (USP: (24) W63 WOOD. SCREWS) - - - - - - HD15 6645 TDX 10 5110 (1)'1/5' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4)'115' BOLTS) MBHA 3.56/11$5 3415 5330 NF 135xl2U 3165 7130 8IMP50N: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.�W EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (IB)10d TO BEAM USE; (1) 1/2' J -BOLT W/ MINIMUM 6. EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 1142jV,0 AT JOI@T LrJ 0 2660 (FLR) HU8C412 (WOOD) 3635 9265 (ROOF) HU84121F 2530 (FLR) 3060 3225 !ROOF) (10) ibd TO HEADER, (10) Ibd TO WOOD USP: SAME A9 SIMPSON Z HUC410 (CMU) 1810 5085 W0410 IF 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' W83 SCREWS, (10) 106 TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE). TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) 106 TO WOOD HUC210-3 (CMU) 1810 4000 P0210 -VF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (15)114' x 3' WS3 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SD5 (4) 3/8'x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 I/2' 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 T DEEP, THE VERTICAL CELL IN CJ'1.U. WALL MUST BE FILLED SOLID w/ GROUT. ••106 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 5ON05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T Lv I— A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLE66 STEEL CONNECTORS, USE STAINLESS 67EEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 5AS15 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 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. HEADER SPAN CHART (DEADER SIZES PER CPART. U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-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 SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO ro'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (02 S'I'P) 1/16' OSB (TYP.) NAIL (3) 12d A 6'-8' O.G. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UN.O. 4'-11 1/2' 1'-il 1/2' AND UP NUMBER OF HEADER STUDS 8UPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 ill 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 SECOND FLOOR ROOF FRAMING PLAN pp-, -,- I A R C H I T E C TS Desin 4Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOODI FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ----------------- LINE OF IST FLOOR BELOW A=A ill CJI , II II II II II II II II I II II II 1 Cil II II II II II II II II I II II (2) 2X8 5TP"1 HDR. W/ CJ3 = 11 II II II II II II II 1 II II _ CJ3 4X4 POST UNDER II II II II I II I I II TRUSS A01 CJ5 = = II II II II II II I II II = = CJ5 A - L 1 — JJ- mil. _ j1 _ _ -11 36'X22' 0402 TRUSS TO 4X4 POST TRUSS TO 4X4 POST �IIIIIIIIII I ATTIC EII I W/ (2) MTS -12 W/ (2) MTS -12 _ _ - - _ _ _ - - - - —LA, - - - - - - - A03 POST TO 4X4 BLKG. POST TO 4X4 BLKG. W/ (1) MSTA-30 W/ (1) MSTA-30 POST OR BLKG. TO POST OR BLKG. TO = _ _ _ _ - - _ — _ _ _ = A04 CMU W/ HTT-4 CMU W/ HTT-4 A05 A05 =tz A05 V^ - - - --77- - - - - - - - - - - - - - - - - - - - - A05 11 L,7 A05 A04 =tz 0403 TRUSS TO 4X8 POST TRUSS TO 4X4 POST W/ (2) MTS -12 X = _ _ _ _ _ _ _ _ = A02 W/ (2) MTS -12 POST TO CMU W/ POST TO 4X4 BLKG. HTT-4 W/ (U MSTA-30 X61=tz A06 POST OR BLKG. TO CMU W/ HTT-4 - - - - - - B04�- — 1504 �I CJt -� II I = (I _ _ _ _ _ _ = DBL. STUD 504 I - 504 — `^ Jn 11- B03 1 I 2 D5 D5 INE OF IST LOOK BEL69- — — — — - - -. - - - - - 1303G;= 1 t_--------LINEOF STFL00RBELOIU----------I 1 D5 D5 SECOND FLOOR ROOF FRAMING PLAN pp-, -,- I A R C H I T E C TS Desin 4Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOODI FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODELS LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT. STATE OF FLORIDA OCT 0.8 P13 4AT�-. 4TWELL 2079 mmo D/5/18 SC, : 1'/4"=1'--0" SHEET 7 OF 9 �IIIIIIIIII �emoo0moma� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODELS LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT. STATE OF FLORIDA OCT 0.8 P13 4AT�-. 4TWELL 2079 mmo D/5/18 SC, : 1'/4"=1'--0" SHEET 7 OF 9 EXTERIOR GLG. 5D, PRE-ENGINEERED TRUSS 4 STRAPPING PER FRAMING NOTES 101-8 J' 2ND. FIN. 9'-4' 5RG. HT. P.T. 1x2 W/ MTL. DRIP EDGE 2x& SUS -BAND PRECAST LINTEL V-0' FIN. FLR ENTRY SECTION DETAIL SCALE: 3/4'- V-0' 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIM5ER, NOTE 21. PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED 5Y 2xro LEDGER SECURED TO TRUSS W/ 3/8'x4' LAG SCREWS 6 Iro' O.G. MAX 6 GARAGE WALL RECESSED LINTEL A R C H IT E C T S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: ENTRY SECTION DETAIL ARCHITECT . STATE OF FLORIDA A O 12079 0 1) E• 10/5/18 S4 -LE: 1/4 op=V-01f SHEET 0 OF 9 f, j .f� O ,e � k �o�aom�mam► SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: ENTRY SECTION DETAIL ARCHITECT . STATE OF FLORIDA A O 12079 0 1) E• 10/5/18 S4 -LE: 1/4 op=V-01f SHEET 0 OF 9 f, j .f� O ,e � k SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: ENTRY SECTION DETAIL ARCHITECT . STATE OF FLORIDA A O 12079 0 1) E• 10/5/18 S4 -LE: 1/4 op=V-01f SHEET 0 OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO DEFINITION LOAD INFORMATION VA 2177 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 6,531 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EX 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 ECIU PPED UY 6 DUW FAULT SUBTOTAL OF GENERAL LOAD 47,777 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,777 VA x (.4) 15,111 TOTAL NET GENERAL LOAD 25,111 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 220V OUTLET 4 WnM CONNECTION 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 25,111 NET TOTAL HEATI 10,450 TOTAL LOADI 35,561 CALCULATED LOAD FOR SERVICE 35,561 VA / 240 V= 148.17 200 AMP SERVICE 3 -WAY OFMATION TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200 -240/480 V SERVICE: SINGLE: PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIVEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE: BY OTHERS (3) " 1 THI-MrtNWN COPPER CONDUCTORS, (1) " 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v - NET1A 3R 200 AMP COMBO 120/240 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX GRADE LINE 200 AMF= ELECTfRICAL RleEfR NOTE - ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE:, LOCAL CODES, AND THE: LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 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. COACH ` ` ` - - _ _ — ' ' ''' COACH LIGHT LIGHT FIRST F LOOR EL E C TRUCA lil 1 PLAN SCALE: 114 = 1'-m" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 10/5/18 llmv OUTLET WUPPM V 090M FAULT T Nr rtNTERUPrER cAnPER RE5IarA15TA T or rfm) IIOV FLOOR Earl uv Gp4w FAULT ® OUTLET INtER rrER (TA MER WSiSTANt Trm) IIOv SWITCHED ECIU PPED UY 6 DUW FAULT OUTLET NTERMER (TAMFER W61ST44T TY") ll0v GFI EQUrPED av CAROM FAULT MTERPTER (TA TR RESISTANT OUTLET TYPE) �IIt11tII Vll� 220V OUTLET 4 WnM CONNECTION EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3 -WAY OFMATION $4 $WITCH 4 -WAY OPERATION $0 DIMMER SWITCH (.� WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN VENT FAN V LIGHT 24' LIGHT STRIP uuuuuuuu 48' LIGHT STRIP 07 FUOMSCENT WRAP AIM 24' FLUORESCENT 481 FLUORESCENT ® PANEL :+ �I STRUCTLMD WIRE PANEL METER SMOKE DETECTOR 15AT10AM-W W/ NAmum MtERCONrctED ® CARBON MONOXIDE BATT. BACK.W W/ HARDWIRE DETECTOR MROo"cTD ® SMOKE / CARfiON MONOXIDE eAtr SACK -W uv HAJZDu�RE DETECTOR COM130 PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET CEILING FAN / CE LNG BOX R aRFED To W &MORTED IN AWMANCB uV LIGHT BOX MARW ASSUW FOR NomcnCCEM BOX REG> MW To BE O J -SOX StAOFORTED M ACCORDANCE V Box MAWM AS SUCH FOR HWECrICN O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD C� DIGITAL KEYPAD WATER HEATER �J DISCONNECT AIR COO. DISCONNECT TELEVISION JACK EMM<iENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE 7F 11 ARCH ITECTS ( / Design Grou�rnC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAME9 -CANTWELL A 012079 10/5/18 to T or O �IIIIIIIIII SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAME9 -CANTWELL A 012079 10/5/18 to T or O SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAME9 -CANTWELL A 012079 10/5/18 E: 1/4„-10-019 r: T or LINE OF IST FLOOR BELOW - I 1 I I L-------- LINE OF IST FLOOR BELOW------- - I SECOND FLOOR ELECTRICAL PLANI SCALE: 1/4 a V-0' ELECTRICAL LEGEND SYMBOL DEFINITION NOTES • 110V OUTLET EQUIPPED IW CA:ZM � FAULT INiERlPIER (TAMPER RESISTANT TYPE) 110V FLOOR Eau! ED V CAOM FAULT ® OUTLET NTEFUPTER (TAMPER RESISTANT TYPE) • SWITCHED EODIPPED W GROW FAULT GROW110V OUTLET INTER PIER (TAMPER RESISTANT TYPE) 110V GFI Ed)IPPED nV t RO Mh FAULT � (TAMPER PER RESISTANT OUTLET TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 34JAY OPERATION $4 SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH C.� WALL MOUNTED Y LIGHT WALL SCONCE PRE -WIRE y.� CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN �( VENT FAN W/ �( LIGHT 24' LIGHT STRIP 48' LIGHT STRIP `-'0 FUORESCENT KRAP ARCWD 24' 11111111111 FLUORESCENT -( 489 FLUORESCENT PANEL .o�oomoovo. STRUCTUIRED WIRE PANEL METER SMOKE DETECTOR WAIMM BArr. DACKN •i 4ECT ® CARBON MONOXIDE OA17. UM.Lp Uy WpV(M DETECTOR NiERCO NECTED � SMOKE / CARBON MONOXIDE BA- DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILING BOX WAX ED TO BE BUPPORtW IM ACCZRDANCE uu LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REWIRED TO BE © J -BOX SUPPORTED N ACCORDANCE V BOX MAFM AS SUCH FOR NSMCnCN O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. u DISCONNECT TELEVISION JACK ICY LEME pDETERMINED DOOR CHIMES OUTLETS 4 TELEV15ION JACKS TO BE BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE51STANT TYPE A R C H I T E C Ts Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBMV. 8a I ; KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN F CHITECT: OF FLORIDA OCT 0 DA/T/E: \0/5/18 S AME: 1/4"-1,-0„ SHEET 9. for 9 • • 11111111111 .o�oomoovo. SUBMV. 8a I ; KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN F CHITECT: OF FLORIDA OCT 0 DA/T/E: \0/5/18 S AME: 1/4"-1,-0„ SHEET 9. for 9 • • SUBMV. 8a I ; KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT: R2065.108/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN F CHITECT: OF FLORIDA OCT 0 DA/T/E: \0/5/18 S AME: 1/4"-1,-0„ SHEET 9. for 9 SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED DO NOT EXCEED 4" DO NOT EXCEED" 6TH EDITION (2011) GABLE ROOF TRUSS 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES a" DRYWALL 2" DRYWALL WINDOW/DOOR JAMB AT FIRST (2) BAYS �N " F1 METHOD PER "NAMING SCHEDULE" (4'-0" O.G. -a SHEATHING SEAMS) P.T. Ix4 or 4x4 MIN. Ix4 or Ix2 P.T. NAILER P.T. 1x4 or"x4" MIN. (SEE LUINDOWDOOR JAMB BLOCKING (SEE WINDOU/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 SUB -BAN _ DOOR CASING TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL i l VENTED ALUMINUM SOFFIT OVER 4' -lm' HIGH DOOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING 5" " (AS PER TRUSS ENGINEERING) EACH END and e IS' O.C. MAX P.T. 1x4 or 4x4 MIN: (PER ASTM C926) OVER PAPERBACK PER MFRS SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE TNRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/y" x 9 (1)16" TAPCON (MIN. EMBEDMENT 1 4") 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN7 ANCHOR BOLT w/ 2" WASHER, SET IN WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4" or +%4") WINDOW TO BLOCK (+3") s" FROM EACH END and IS" O.C. MAX or METHOD PER "NAILING SCHEDULE" (6" MIN. EMBEDMENT 32' O.C. MAX) 3 ,, 5 DOOR JAMB TO BLOCK (+ or + /4) DOOR JAMB TO BLOCK (+3) (u DRIVE PIN, a" FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE - - 4A 4E e 18" O.G. MAX w/ 12d NAILS 6 8" O.C. MAX X) SCALE: r:1' -c' SCALE: V= V-0' MIN. SHANK SIZE .145 7B MIN. HEAD SIZE .300 WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14" - TRUSS w/ (2) 12d NAILS _ PLASTIC OR METAL WEEP SCREE INSTALLED e MID -POINT OF TRUSS SPAN NOTE: NOTE: " TEXTURED CEMENTITIOUS - or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P,T, 2x4: COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB, SECURE TO BLOCK w/ (l) 3" TAPCON C92(o) OVER GMU ATT OR BLOWN -IN INSULATION DO NOT EXCEED 1' DO NOT EXCEED 1" 1N " r (R -VALUE PER ENERGY CALLS) 4 4 (MIN. EMBEDMENT 14) 8 FROM EACH 8' GYPSUM BOARD OR z" HIGH STRENGTH S CMU BLOCK END and 6 18' O.G. MAX 1„ 8" CMU BLOCK �" DRYWALL or CEILING BOARD 2 DRYWALL (1) DRIVE PIN, 8" FROM EACH END and ONC. FILLED U -BLOCK w/ (1) #5 P.T. 2x 511 " 18" O.C. MAX BLOCK WALL SECTION - GABLE ROOF coNTlNuous REBAR (SEE WINDOW DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER I SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING 1" OSB (4' WIDE MIN.) MIN, SHANK SIZE .145 DOOR CASING 16 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING SHINGLES OR TILE (PER COMMUNITY SPECS) ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS S" FROM COR JAMB •/ WINDOW MIN. EMBEDMENT 1 PER MFR'S SPECIFICATIONS EACH END and @ 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE F5CR, 1 NOTE: SECURE TO BLOCK w/ (2)16" TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+I �) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 N 8" FROM EACH DOORJAMB TO BLOCK(+I Y2 THROUGH NON-STRUCTURAL MEMBER (lx or �" OSB) END and 6 18" O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT / " IN or METHOD PER "NAILING SCHEDULE" 48 SCALE: 1'=1'_0' w/ � TAPCON MIN. 1 4 EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8" FROM EACH END and RE -ENGINEERED ROOF TRUSS Q la" O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3Y 6") MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK(+3YI " MIN. HEAD SIZE .300 6) MIN. EMBEDMENT 1 4CSHIM AS NEEDED 4F SCALE: 1'=r -o' TO PLUMB JAMB, METAL DRIP EDGE _-- s' GYPSUM BOARD OR IN HIGH q0 NOT EXCEED 4" P.T. 2x8: 2x6 SUB -BAN - - STRENGTH CEILING BOARD " " 8 CMU BLOCK SECURE TO BLOCK w/ l2) 6 TAPCONS VENTED ONC. FILLED U -BLOCK w/ Z" DRYWALL — NOTE: (MIN. EMBEDMENT 1") 8" FROM EACH ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x 1x4 or Ix2 P.T. NAILER SHIM AS NEEDED END and e 18' O.C. MAX PER PLAN (SEE WINDOWOOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4' WIDE MIN.) l2) DRIVE PINS, 8" FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING F1DO NOT EXCEED 4" " ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW e 18 O.C. MAX SPECIFICATIONS— (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS " DRYWALL. MIN. HEAD SIZE 300 NOTE: P.T. lx4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 4" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW=OR JAMB BLOCKING P.T. lx l4" WIDE MIND ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) DOOR CASING P.T. l2) 2x4: (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL PRECAST OR POURED IN w/ 6" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8° FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ ll) 4" TAPCON PLACE SILL (PER BLDR 1' GYPSUM WALL BOARD " 1�� EACH END and s 18 O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1.4) a FROM EACH 2" TEXTURED CEMENTITIOUS I) 15 REBAR VERTICALLY INWINDOW TO BLOCK +I 1%6" PER MFR'S SPECIFICATIONS) END and e IV O.C. MAX COATING MIN. (PER ASTM _ GONG. POURED CELL ( ) or C92(o) OVER CM (LOCATION PER PLAN) DOORJAMB TO BLOCK (+I 1 16") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8" FROM EACH END and 8" CM - �" " IS' O.C. MAX 4 P.T. FURRING STRIPS 16 O.C. 4C SCALE: 1'=1'-r0' THROUGH NON-STRUCTURAL MEMBER Ox or 16' OSB) MIN. SHANK SIZE .145 Lu/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OOD BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK(+3y6 4 SHIM AS NEEDED °� To PLUMB JAMB. DOORJAMB TO BLOCK(+3YI P.T. (z) zx6: 6 ONCRETE SLAB DO NOT EXCEED4' 4G SCALE: 1'=1'-r�' SECURE TO BLOCK w/ (2) 4" TAPCONS a (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH °. 0 AND REINFORCEMENT) 8" CMU BLOCK ENE) and @ 18" O.C. MAX XTERIOR WALL FOOTING � DRYWALL UPLIFT UP TO 1115 Ib or (SEE FOUNDATION PLAN FOR SIZE P.T 2x (SEE WINDOU/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (2 [DRIVE OFINS 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HTSZO w/ (10) 10d NAILS To TRUSS , P.T. lx (4 WIDE MIN.) 1� i" AX SINGLE STORY SCALE: 3/4"=I' -(d' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS DOOR JAMB / WINDOW MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1410 BATT INSULATION ADHERED TO CEILING 8" GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (10)10d NAILS TO TRUSS l4) 4"X2 4" TAPCONS _-____ --- .__.._ P.T. (2) 2x8: INTO BOND BEAM SECURE TO BLOCK w/ (2) 4" TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or -l" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS _ A - - EACH Lu/ 16 TAPCON MIN 14" EMBEDMENT INTO BLOCK 4 END and MAX -.-- TAPCONS MIN. or OPENING 22' x 3m" MIN. WOOD CASING AT SIDE WINDOW TO BLOCK (+2") 2' COVER (2) DRIVE PINS, S" FROM EACH END and " � 18' O.C. MAX ATTIC ACCESS I A CsASK T BETWEEN DOOR JAMB TO BLOCK +2 1 " z .APART MIN. SHANK SIZE .145 3 NOTE: ATTIC ACCESS WHEN PROVIDED AR SEL E BET EE ( Y) TRUSS ANCHOR RETRO—FIT SCALE: N.t.B. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 8 GYP. 4D5 MIN. HEAD SIZE .300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: 1'=1'-0' SCALE: N.T.S. MIN. EMBEDMENT 1 4' A R C H I T E C TS LD esi n rOU �n�. ONALD REAGAN BLVD. WOOD, FL 32750 407-774-6078 :407-774-4078 bdesigngroup.com A #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: 82065.108/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ©Cv�13 JA S ANTWELL O 12079 E: IU/ t/ 1t3 HEET : �I ,r O a B 1 67 m�om�m� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: 82065.108/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ©Cv�13 JA S ANTWELL O 12079 E: IU/ t/ 1t3 HEET : �I ,r O a B SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: 82065.108/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ©Cv�13 JA S ANTWELL O 12079 E: IU/ t/ 1t3 HEET SIZE NAILING SCHEDULE LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %$" .131 110,000 RING (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES (16-20 RINGS ROOF DIAPHRAGM - ASPHALT SHINGLE AND REINFORCEMENT) PER INCH) AND REINFORCEMENT) 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED - O.S.B. or Y' CDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL - LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS _ _— EDGES AND Sd RING SHANK GUN NAILS a 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. - 4 A ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' D.C. EDGEWISE. 4 B ECURE 2x TO CMU w/ (3)Y" x 9' SCALE: 3/4'=1'-0" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. SCALE: 3/4' --1'-0' SCALE: 3/4' =1'-0' _ ANCHOR BOLT w/ 2" WASHER SET OUBLE TOP PLATE TO STUD --DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL _ �- IN SIMPSON OR USP. HIGH STRENGTH EPDXY l6" MIN.. w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON 6P4 (USP 6PT4) V EMBEDMENT) a 32' O.C. MAX a 32" O.C. MAX CDX EXTERIOR PLYWOOD or 1%2" APA -RATED 0.5.5. (AS PER MANUFACTURER'S a NAILS a 6' O.C. IN FIELD 2x STUDS a 16' O.C. MAX 2x STUDS a 16" O.C. MAX -- INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND ad RING SPANK GUN NAILS a 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL._UA LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4" PRE-ENGINEERED PRE-ENGINEERED BOTTOM (1) NEAR MID -CENTER BLOCKING aMID-WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING ROOF TRUSS SPACES a EACH EN a+ul 1 z —1 EXTERIOR WALL SHEATHING z PRE-ENGINEERED TRU56 - W.:. ,_,_ %6" 0.5.5. or Y2' PLYWOOD or %' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. a or RAFTER "GYPSUM WALL BOARD 2" GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SNEATHIN 1) S REBAR VERTICALLY N ECURE BOTTOM PLATE TO SLAB w/ u SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, (O.S.B. TO BE STRUCTURAL GRADE) GONG. POURED CELL Y' 9" ANCHOR BOLT 2" WASHER OUBLE TOP PLATE TO STUD , (LOCATION PER PLAN) x w/ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n w/ 5IMP50N 5P4 (U5P 5PT4) z - SET IN SIMPSON NIGH STRENGTH — ANY MANUFACTURER. 2x WOOD or METAL STUDS a a 32" O.C. MAX c� @ EPDXY (OR EQUIVALENT) 6' — z n a 24" O.C. MAX CURE OTTOM AT TO E B PLATE EMBEDMENT MIN. a 32" O.C. MAX NAIL, REQUIREMENTS �: I m rv..� C Sd I a RING SHANK GUN NAILS 12 - , ONCRETE SLAB SLAB w/ (1) 106 CUT NAIL a STUD TO BOTTOM PLATE w/ _._ _I. __ _ -_:_. ._........I _._ ___- BLOCKING MID -WALL z � v (SEE FOUNDATION PLAN FOR 51Z R E 32' D.C. MAX SIMPSON 4 a " S MPS NSP (USP SPT4) 32 SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %$" .131 110,000 RING (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES (16-20 RINGS AND REINFORCEMENT) PER INCH) o a _ AND REINFORCEMENT) h ot I* ., 'JI x n O.C. MAX 4 4 4� BUILDING LENGTH � � v .., a .` ONCRETE SLAB a �,, 4REE L B ONCRETE SLAB --�INTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR 51ZE Q (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL nU (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) • n •� NTE 10 BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING oqDesign GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 8d RING SHANK GUN NAILS Q 4' O.C. • XTERIDR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 4 A 4 B SCALE: 3/4'=1'-0" SCALE: 3/4' --1'-0' SCALE: 3/4' =1'-0' V ° C V Sd RING SHANK GUN NAILS a 6' O.C. IN FIELD . PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS a+ul 1 z —1 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE SECURE TOP PLATES w/ 16d COMMON NAILS 9 4' O.C. z 2-ROIUS, STAGGERED W.:. ,_,_ TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING u (O.S.B. TO BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD , w/ 5IMP50N 5P4 (U5P 5PT4) z 2x WOOD or METAL STUDS a 32" O.C. MAX c� @ (V a 24" O.C. MAX CONTINUOUS C Sd I a RING SHANK GUN NAILS 12 (NOT LOAD BEARING) BLOCKING MID -WALL z � v O.C. IN FIELD a 2x STUDS a 16" O.C. MAX Q z 7 UNOTE: or UNLESS NOTED OTHERWISE � Sd x 3' SCREW SHANK BALLISTIC 5T FLOOR STUDS TO 2ND FLOOR STUDS • < o o ELECTRO GALVANIZED STRIP NAILS a 12 O.C. INFIELD DO NOT SPLICE TOP PLATES WITHIN 6'-0" �' TSG 5U F 00 l 4 B L R ATTACHMENT SECURED w/ 5IMP50N OR USP MSTA36 a, z n Q OF ENDS OF WOOD STRUCTURAL PANEL " " METHOD PER NAILING SCHEDULE) i4' T4G SUBFLOOR (ATTACHMENT ►"a ; a SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND n, " BEYOND THICKNE65 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G 5UB-FLOOR DECKING GLUED - �- _ .. ............ FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16" O.C. MAX (O.S.B. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=I' -O' OUBLE TOP PLATE UNLESS NOTED OTHERWISE Z" GYPSUM WALL BOARD z" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS STRESS --=PRE-ENGINEERED GABLE TRU55 BLOCKING a MID -WALL I BLOCKING a MID -WALL NOTE: k DIAGONAL BRACE a CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN 3 SECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS a 16" O.C. MAX Y2' x 9" ANCHOR BOLT w/ 2" WASHER SET IN SIMPSON HIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C, a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3)% ECURE BOTTOM PLATE TO EMBEDMENT MIN, a 32" O.G. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ = 0'-0" - 30'-0" USE (U X -BRACE X -BRACING TO COVERS -TRUSSES 32' O.C. MAX SIMP50N 6P4 (USP 6PT4) a 32' 30'-1' - 60'-0' USE (3) X -BRACE v f" (1) X -BRACE a CENTER E (2) BRACES O.C. MAX DIVIDED EQUALLY FROM CENTER TO END v ,' �. , ONCRETE SLAB d �d * ONCRETE SLAB . (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFOVER 4'-10' HIGH AGK AT ALL UPRIGHTS OVER NTERIOR BEARING WALL FOOTING INTERIOR BEARING WALL FOOTING IAS PER TRU55 ENGINEERING)AND (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE -- - - - Two STORY L.B.W. w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B Yyym_ .:.._ _�--I _....._ 5A SCALE: 3/4' -d' -O' 5B SCALE: 3/4 =1-0" SAME X -BRACING REQUIREMENTS)' WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING TRU55 w/ (2)12d NAILS - - INSTALLED a MID -PONT of TRU55 SPAN 1 SCALE: 3/4':1'-0' or 10'-0'0,0. MAX oqDesign GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 7EN c LO; TON VE 08) MODEL: LARGO (VERSION#01) PROJECT,-#: R2065.108/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT B/0,111 JAMF7 ANTWELL O 12079 DA E: 1/5/18 SCALE: 1/4"'=1'-0" SHEET D 2 f • • 7EN c LO; TON VE 08) MODEL: LARGO (VERSION#01) PROJECT,-#: R2065.108/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT B/0,111 JAMF7 ANTWELL O 12079 DA E: 1/5/18 SCALE: 1/4"'=1'-0" SHEET D 2 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS RAFTER 51ZE w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL Ix6 COLLAR TIE 0 EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or I 8" GYPSUM BOARD OR I m a�iaoa�ai MIN. (4) 10d GUN NAIL m1' HIGH STRENGTH CEILING IMP50N VTCR or U51`1VTT ' 1 SPACING (1) 1@ EACH END 2x RAFTER ° BOARD AND 6'-O" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2)12d NAILS or (3) IOd GUN NAILS EACH TRUS' GYPSUM WALL BOARD 0 iic RAFTER TO TRUSS w/ 6IMP50N (SIZE PER PLAN) o MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION .�, w/ SIMPSON or USP M5TA24 ::...., SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS - EACH END. SECURE BOTTOM PLATE TO 4SCALE: 3/4'-r-0' RE -ENGINEERED ROOF TRUSSES OOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 SLAB w/ lOd MASONRY NAILS 6 32" o.c. MAX TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'-I'-0' 2x4 SECURED TO GABLE END w/ (2) 12d Q EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (o" - S' O.C. MAX 51ZE AND REINFORCEMENT) vll- ATER RESISTANT BACKERBOARD h (DEN5HIELD) 2x4 RAFTER a 24" D.C. 1/2' DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. To PAN) SIMPSON Lam or USP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=I'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) RE -ENGINEERED TRU55 AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING 6 EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED j I6" O.G. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARIES PER PLAN INSTALLATION 5IMP50N H2.5A or USP RTIA �" GYPSUM BOARD OR —SHOWER PAN � HIGH STRENGTH CEILING EACH RAFTER TAIL CONNECTION BOARD ° (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 TOP OF EACH RAFTER CONNECTION 3/a" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRU55 SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) 2 SCALE: 3/4'=1'-0" 5 SCALE: 3/4'=I`-0' " GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) a 24" O.0 w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE v 12" O.C. SECURE 2x TO CMU w/ (2) %" x 3' TAPCONS 3 �/a" BOTTOM CHANNEL (25 WITHIN S OF EACH END AND m O.C. MAX or SECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 • NAIL w/ WASHER a 32" O.C. MAX. -- 4 MIN. EMBEDMENT OF I Y4") r WITHIN 8' OF EACH END AND 618" O.C. MAX _ - �_" -._ :..__.. ONCRETE SLAB _ - (SEE FOUNDATION PLAN FOR WALL SHEATHING -- --- 51ZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD n °ty PER 'NAILING SCHEDULE") m �� J o a ECURE 2x6 MIN. TO BLOCK w/ eP.T.2x8 STUD BLOCK NOTE: • (2)�' x 9° ANCHOR BOLTS w/ 2" WASHER SET IN SIMPSON or UP STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. n_ ti (MIN. 6' EMBEDMENT) r ROUGH OPENINGS (UP TO 8'-�'� _ __ INTERIOR NON—BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' fol rgl SECURE 2x6 MIN. TO BLOCK w/ - -- - (3)Y' x 9" ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED WASHER SET IN SIMPSON or USP --- -- CELL (SIZE AND LOCATION PER PLAN) RECAST OR POURED IN � COATING MIN. IPE) ASTM PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM EMBEDMENT 8" CMU BLOCK I • EATHER STRIP MOLDING AROUND , S) (PER MANUFACTURER'S PEC CATION 8" CMU-- --------- _---- 2x6 P.T. WOOD STUD SECURED TO FILLED `�' CELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS -INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS 1" MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'-1' A 6 SCALE: 3/4'=1' B SCALE: N.T.S. (BY OTHERS - INSTALLED PER MANUFACTURER'S SPEC IFIGATIONS) rA R C H I T E C TS Iff 4Design Group inc. L1441. RONALD REAGAN BLVD.NGWOOD, FL 32750PH: 407-774-6078FAX:407-774-4078w. a bdeslgngro u p.com AA #: 0003325 SUDDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 0 Ogv13 JAYE CANTWELL ARV R O 12079 mmmmmmommoo ATE: 10/5/18 SCALE: 1/4"=1'-0" SHEET D 3 . V c x 11111��1 67 SUDDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 0 Ogv13 JAYE CANTWELL ARV R O 12079 mmmmmmommoo ATE: 10/5/18 SCALE: 1/4"=1'-0" SHEET D 3 . V c x SUDDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 0 Ogv13 JAYE CANTWELL ARV R O 12079 mmmmmmommoo ATE: 10/5/18 SCALE: 1/4"=1'-0" SHEET D 3 . SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE BATT OR BLOWN -IN INSULATION SPECS) X -BRACING REQUIREMENTS (R -VALUE PER ENERGY CALCS OVER 030 FELT PAPER (OR APPROVED PRE-ENGINEERED ROOF TRU55 OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN)- _ _ _ _ _ THE FBCR, 6TH EDITION (2011) DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES �) OVER ROOF SHEATHING (TYPE ANDATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS _ __........_ _ ATTACHMENT METHOD PER "NAILINGSCHEDULE") l4'-0' O.C. 6 SHEATHING SEAMS) METAL DRIP EDG AC ' 1 r1 30ARD OR 1" HIGH i vz 2x6 SUB -BAN METAL DRIP EDGE STRENGTH CEILING BOARD AIL 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS VENTED � �,< SIMPSON SP2 (USP SPT24) � EVERY _ " VENTED ALUMINUM SOFFIT OVER 4 10 HIGH ALUMINUM SOFFIT - 12 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) VALL SPACER f FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO PER PLAN -)STUD LINE-UP, USE A SIMPSON N10A V DOUBLE TOP PLATE EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS 6 16" O.C. (USP RT1(oA) INSTALLED a MID -POINT OF TRUSS WINDOW HEADER ALL INSULATION a" TEXTURED CEMENTITIDUS COATING MIN. ` SPAN or 10'-0" O.C. MAX (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) 2x8 BLOCKING (PER ASTM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION - s" TEXTURED CEMENTITIDUS COATING MIN. WINDOW (PER PLAN), ATTACHMENT - '!TB ►� = SECURED wl l3) 12d EXPANDED METAL LATH, OVER APPROVED _ _ (R -VALUE PER ENERGY CALCS) - NAILS EACH EN (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT --SECURE 2x4 TO DBL TOP PLATE w/ %8' x 6" m METHOD PER "NAILING SCHEDULE') - ,:1 THRU-BOLTS a 32' O.C. MAX, thea SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT INDOW SILL - TO 2x4 w/ 12d NAILS 8" O.C. MAX METHOD PER "NAILING SCHEDULE") XTERIOR BEARING STUDS WALL INSULATION, or (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ SIMPSON = RYWALL CONTINUOUS 2x4 w/ (4)16d NAILS a TOP Y [ SIZE AND SPACING PER NOTE 021, HGAlO 24" O.C. MAX OF FLOOR TRUSS (TDP 2x4 SUPPORTS �_ UNDER CATEGORY TIMBER ON WINDOW HEADER (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) BOTTOM PLATE of 2nd FLOOR WALL GENERAL NOTES SHEET GN)] or WALL MOUNT RAIL BLOCKING ----3'4" T$G SUBFLOOIR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHINMETHOD PER "NAILING SCHEDULE") M5TA24 a 32" O.G. MAX 1'-4' MIN. FROM 2rd FLOOR LIN FRAME WALL SECTION GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL M.^ c� CONTINUOUS 2x6 w/ (6)16d NAILS) `� SCALE: 3/4'=1'-0' 4B SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING NOTE: SHINGLES OR TILE (PER COMMUNITY JA ::° GYPSUM BOA 0 1" HIGH BATT OR BLOWN -IN INSULATION SPECS) STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS (R -VALUE PER ENERGY CALCS tt PE PLASTIC OR METAL WEEP SCREE MPRE-ENGINEERED ROOF TRUSBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE OVER 130 FELT PAPER (OR APPROVED CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 14 INCHES (32 MM) DOUBLE TOP PLATE EQUAL) INSTALLED PER SECTION R905 OF - . °J�_.ANDNOT GREATER THAN 2 INCHES (51 MM). THE FBCR, 6TH EDITION (2011(1) #5 CONTINUOUS REBARRECAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT y X ) - (SIZE AND REINFORCEMENT METAL DRIP EDG OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), SHALL HAVE A PERIMETER DIMENSION OF ATTACHMENT METHOD 'NAILING ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN E D PER L G SPECIFICATION MAAX _ GREATER THAN (o i INCHES (160 MM) WITH VENTED SCHEDULE") A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFI T I r�0° OF 2 4 INCHES (51 MM). EDGES SHALL HAVE " TEXTURED GEMENTITIOUS COATING MIN, 8" GYPSUM BOARD OR J" HIGH xA MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION.,x (R -VALUE PER ENERGY CALCS) PRECAST OR POURED IN r EXPANDED METAL LATH, OVER APPROVED IMPSON 51=2 (USP SPT24) a EACH 2X8 STUD 2 -LAYER WATER RESISTANT BARRIER, OVER. 0000 UPLIFT CONNECTOR PLACE SILL (PER BLDR 1" s: GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT ' ' METHOD PER "NAILING SCHEDULE' " TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY INFULL WALL _ COATING MIN. (PER ASTM _ _ CONC. POURED CELL 2x8 SYP #2 WOOD STUDS a 12' O.C. MAX C92(o) OVER CM = (LOCATION PER PLAN) THE CLEAR SPACE �-4" P.T. FURRING STRIPS 16' O.C. BETWEEN THE y" DIAMETER ANCHOR BOLT S" CM HANDRAIL AND THE 12" O.C. MAX w/ 1' EMBEDMENT WALL SHALL BE 1 y' w/ 2" DIAMETER WASHER �' GYPSUM WALL BOARD J ODD BASE iY' 2x8 SYP #2 WOOD STUDS 12' O.C. MAX IMPSON SPI (USP 5PT22) 42 KNEEWAL LEACH 2x8 STUD °° 7B0) COURSE TIE -BEAM POURED SOLID w/ Q ° . ONCRETE SLAB A2 CONCRETE w/ (1) #5 REBAR HORIZONTALLY - • ° (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL 6 RECAST LINTEL AND REINFORCEMENT • ° A ND REINFORCEMENT) 34" MIN. TO 38" MAX A.F.F. WINDOW (PER PLAN), WALL FOOTING o ATTACHMENT PER MFR. PER ^ PER PLAN) (SEE FOUNDATION PLAN FOR SIZE w z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF aND REINFORCEMENT) 'o N 1 Two STORY STAIR HANDRAIL SCALE: 3/4'=1'-0' 4-A � n TWO STORY SCALE: 3/4':1'-0' PRECAST OR POURED IN PLACE SILL (PER BLDR N' TEXTURED CEMENTITIDUS 16d NAILS S" O.C. MA TEXTURED CEMENTITIOUS COATING MIN. (PER COATING MIN. (PER ASTM aLL INSULATION v - (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL 0926) OVER CMU :::::7�� ONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP o o INTO TRUSS w/ (4)164 NAILS 6 EACH EN t LATH, OVER APPROVED 2 -LAYER WATER RESIST,4NTGYPSUM WALL BOARD BARRIER OVER WALL SHEATHING (TYPE AND OF FLOOR TRUSS (TOP 2x4 SUPPORTS o ° 3i4' T 4G SUBFLOOR (ATTACHMENT ATTACHMENT METHOD PER "NAILING SCHEDULE' BOTTOM PLATE OF 2nd FLOOR WALL) Q o` N N " P.T. FURRING STRIPS 0 16" O.C. METHOD PER "NAILING SCHEDULE' i4" T4G SUBFLOOR (ATTACHMENT" d N(1) #5 CONTINUOUS REBAR 16" O,C. MAX, IN EXTERIOR BEARING STUDS METHOD PER NAILING SCHEDULE) o �- CONCRETE POURED CELL ,5d RING SHANK NAILS a4- O.C. [ SIZE AND SPACING PER NOTE -10 � li ° (VERIFY PER PLAN) MAX INTO BLOGKIN 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] ='j WOOD BASE RE -ENGINEERED FLOOR TRUSS N W ° 2'-0° PRE-ENGINEERED FLOOR TRUS- v - u, (MIN. IN SLAB) EMBEDDED STRAP ~� ONTINUOUS 2x6 w/ (6) 16d NAILS a mco for EQUIVALENT) BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 a REBAR 48" LONG w/ 6" HOOK 2x4 BRACE a 48' O.C. w/ (5) 12d NAILS - 7B 7B IS A NAILER FOR WALL SHEATHING) 24 O.C. (MIN. 24 IN SLAB) WA (PER PLAN) WA2 - a EACH EN ° GYPSUM BOARD OR I' HIGH - 4" CONCRETE REINFORCED w/ FIBERMESN AT STRENGTH CEILING BOAR _° TEXTURED CEMENTITIOUS ...' A RATE OF .151b5 PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM - .� POLY ETHYLENE VAPOR BARRIER ON WELL N �� .. CONC. FILLED U -BLOCK w/ ��- - C926 -" GYPSUM BOARD OR �" HIGH ) OVER CMU STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL (l) 15 CONTINUOUS REBAR z Lu 6° 6° � NOTE: " 3) #5 REBAR ON CHAIRS ONC, FILLED U -BLOCK w/ STRUCTURAL SHEATHING MUST NOT m 21-011 BREAK WITHIN 1'-4' MIN, FROM 2rd (l) 15 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=I' PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=1'-0" FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA OCT Fi13 RO 12079 mmmmmw D E: 10/5/18 SCALE: 1/4"=1'-0°" SHEET ` IE ,,a O c ri SUDDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA OCT Fi13 RO 12079 mmmmmw D E: 10/5/18 SCALE: 1/4"=1'-0°" SHEET M5TCM40 1/16" 0.5.15. SHEATHING OR IINStAI-l.�D ON TOP O� I/2" CDX PLYWOOD WALL SHEATHING J v v o ; SECOND FIN, FLf v V 2x4 EXTERIOR WALL A Z �- 5TUD5 Tk n 41 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL d M5TCM40 (INSTALLED ON TOP OF 1116' 0.5.5.5HEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD MA50NRY WALL 2X6 EXTERIOR WALL 5TUD5 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: N.T.S. 1/16' O.S.B. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING I 2x4 EXTERIOR WALL -.;. 5TUD5 A------- 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116' 0.5.8. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING _- 2X6 EXTERIOR WALL — 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: KT.S. NTT -4 SECURED TO STUD W/ (20)10d X 1 �' NAILS PRE-ENGINEERED FL00 TRU55 (GIRDER DRAWN) II e II 1/16' 0.5.3.5HEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO 50LID STUD W/ (16) l(od SINKER NAILS PRE-ENGINEERED FLOOR TRU55 MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS NOTE: MINIMUM END AND EDGE D15TANCE FOR TITEN SCREWS 15 1 Y' 1/16' 0.5.15. SHEATHING OR 1/2' CpX PLYWOOD CONNECT TOP OF STRAP TO SOLID 5TUD W/ (16) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM4(0 CONNECT BOTTOM OP STRAP TO CMU BLOCK WALL W/ (12) �" TAPCONS NOTE: d MINIMUM END AND EDGE D15TANCE FOR TITEN SCREWS 15 I Y' 2X EXTERIOR WALL 5TUD5 SECOND FIN. FLR. -1/16 0.5.5. SHEATHING II TOP OF WALL OR 1/2' CDX PLYWOOD PRE-ENGINEERED FLOOR TRU55 (GIRDER DRAWN) NTT -4 SECURED t0 STUD W/ (20)10d X I �' NAILS USP K5T260 (ATTACHED PER BEARING POST/ MANUFACTURER'5 SPECIFICATIONS) BEARING 5TUp5 (PER PLAN) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 1' EMBED) W v' `v 2X EXTERIOR WALL 5TUD5 ..- .. ,. 0 0 O O J v v o ; SECOND FIN, FLf v V Z X0 Tk n q �lu d 4 TOP OF p MA50NRY WALL v A ELEVATION VIEW SCALE: N.T.S. B ELEVATION VIEW SCALE: N.T.S. PRE-ENGINEERED FLOOR TRU55 (GIRDER DRAWN) �- -- 7/16" 0.5.5.5HEATHING OR I/2' CDX PLYWOOD O. y > d FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION #I (HTT-4 METHOD) 3 CORNER TO POST SCALE: N•T•5• OPTION #2 (1<5T260 METHOD) P05T/ BEARING 'ER PLAN) 1p5 " T 4 G 5U5FLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE DBL, STUG 2x4 BOTTOM PLATE 2x4 EXTERIOR WALL STUDl 1/16' 0.5.3. SHEATHING OR 1/2' CDX PLYWOOD 4" T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE 2x6 BOTTOM PLATE 2X6 EXTERIOR WALL 5TUp5 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD DBL. 5TUD 1/16" 0.65.11 50LIE A �J PLAN VIEW - 2x4 WALL A ,. J �I X0 Tk �J PLAN VIEW - 2x4 WALL A C PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL -PERPENDICULAR TO BLOCK SCALE: N.T.S. PRE-ENGINEERED FLOOR TRU55 CONI. FILLED LINTEL BLOCK W/ (1) CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20) 10d X INAILS 5/S" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) ARE -ENGINEERED FLOOR TRU55 CONC. FILLED LINTEL BLOCK W/ (1) `5 CONTINUOUS RERAR 4T-4 SECURED TO 5TUD W/ (20) 10d XI2"NAILS 5/0' A.T.R. IN HIGH STRENGTH EPDXY 'MIN. T EMBED) 2X EXTERIOR WALL 5TUD5 NTT -4 SECURED TO 5TUD W/ (20) 10d X 1 �' NAILS PRE-ENGINEERED FLOOR TRU55 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS REBAR A R C H IT E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup,com AA #: 0003325 SUBDI V. LDDC'': KENSINGTON RESERVE (LOT #108) MODE.: LARGO (VERSION#01) PROJECT#: R2065.1_08/00001 PAGE: SECTI.ONS/ DETAILS ARCHITECT: STATE CSE FLORIDA �1AI A CANTWELL Ali N� 7�®79 � �/5� DATE � / 8 SCALE: SHEET ,. J �I 0 C PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL -PERPENDICULAR TO BLOCK SCALE: N.T.S. PRE-ENGINEERED FLOOR TRU55 CONI. FILLED LINTEL BLOCK W/ (1) CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20) 10d X INAILS 5/S" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) ARE -ENGINEERED FLOOR TRU55 CONC. FILLED LINTEL BLOCK W/ (1) `5 CONTINUOUS RERAR 4T-4 SECURED TO 5TUD W/ (20) 10d XI2"NAILS 5/0' A.T.R. IN HIGH STRENGTH EPDXY 'MIN. T EMBED) 2X EXTERIOR WALL 5TUD5 NTT -4 SECURED TO 5TUD W/ (20) 10d X 1 �' NAILS PRE-ENGINEERED FLOOR TRU55 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS REBAR A R C H IT E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup,com AA #: 0003325 SUBDI V. LDDC'': KENSINGTON RESERVE (LOT #108) MODE.: LARGO (VERSION#01) PROJECT#: R2065.1_08/00001 PAGE: SECTI.ONS/ DETAILS ARCHITECT: STATE CSE FLORIDA �1AI A CANTWELL Ali N� 7�®79 � �/5� DATE � / 8 SCALE: SHEET NOTE: --SECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT 51MP50N 5P4 or U5P 5PT4 BREAK WITHIN V-4' MIN, FROM 2nd (FOR 2x6 WALL USE 51MP50N 5P6 or U5P 5PT(o) FLOOR LINE EXTERIOR BEARING STUDS RE -ENGINEERED TRUSSES Lu/ TRUSS PRE-ENGINEERED ROOF TRUSS--- - [ SIZE AND SPACING PER NOTE #21, CONNECTOR (VERIFY w/ TRU55 PLAN) =- UNDER CATEGORY TIMBER ON (I Hill 11 Hill `-T _ _ GENERAL NOTE5 5HEET CSN)] OUBLE TOP PLATE CONTINUOUS 2x4• w/ (4) 16d NAILS TOP _- OF FLOOR TRU55 (TOP 2x4 SUPPORTS RIPPLE STUDS 16" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL INCA 5TUD5 (SEE 'MINIMUM WALL AND HEADER 5TUD 2x DOUBLE TOP PLATE 51MP50N MT612 or USP MTWI2 1 `� REQUIREMENTS" CHART ON FRAMING PLAN TO LEDGER 24" O.C. I ) PRE-ENGINEERED RODE TRU55E5 RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (51ZE PER PLAN) SECURE JACK 5TUD5 To HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER _ _ w/ 51MP50N or USP L5TA12 RAFTER SECURED TO TRUSS w/ %" x (EACH 51DE OF OPENING) LAG SCREWS Q 24' O.C. MAX MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) I(od NAILS l (PER PLAN) BOTTOM OF FLOOR TRU55 (BOTTOM 2x6 � (SEE 'MINIMUM WALL AND HEADER STUD 15 A NAILER FOR WALL SHEATHING -_a = RECAST LINTEL REQUIREMENTS" CHART ON FRAMING PLAN �. -: (SIZE AND REINFORCEMENT p00 /WIN OW FOR DETAILS AND SPECIFICATIONS) PER PLAN) R D OPENING EXTERIOR BEARING 5TUD5 [ SIZE AND SPACING PER NOTE #21, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON PERPENDICULAR SCAT E: 3/4'-1'-®' GENERAL NOTES SHEET GN)] ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER TO BOTTOM PLATE w/ SIMPSON 5P4 NOTE: or U5P 5PT4 'NAILING SCHEDULE'' STRUCTURAL SHEATHING MUST NOT / , 2x BLOCKING UNDER WALL BREAK WITHIN V-4' MIN. FROM 2nd ECU OTTOM LATE TO S A w/ 5TUD5, SECURED BETWEEN FLOOR LINE " ; REB P L B TRU55 BAYS w/ (3) 12d NAILS �XtERIOR SEARING STUDS i / !f y' x 9' ANCHOR BOLT w/ 2' WASHER EACH EN '' / / SET IN 51MP50N NIGH STRENGTH PRE-ENGINEERED ROOF TRUS [SIZE AND SPACING PER NOTE #21, z ' / 2x 5TUD5 SPACING PER PLA UNDER CATEGORY TIMBER ON ; %' : i % EPDXY (OR EQUIVALENT) 6' - GENERAL NOTES SHEET GN)] - - — - - EMBEDMENT MIN. 32' D.C. MAX MT512 EVERY 5TU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN _FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF 5TUD5 PER PLAN 51MP60N MT612 or USP MTWI2 -- 4 scALI;: 3/4'4-0' 6 TWO 6TORY 5CALE: 3/44-0' TO LEDGER 6 24 O.C. -- _ - - - _ ) -< ��- ~- RE -ENGINEERED FLOOR TRUSS .....rrrrry--1yr�•t-- ' ' 'rrrrrnrrrrr u' fC rrnrrrr�{-y-;yygg� -_ _ -... DOUBLE 2x6 LEDGER - - -- SECURE EACH KING 5TUD TO TOP PLATE w/ — 6IMP50N .5P5 or USP 5PT8 SECURED TO TRUSS w/ %' x 5' LAG SCREWS 6 32' O.C. MAX I -- �:: - 51MPSON 5P4 or USP 5PT4 0 TDP # BOTTOM MBEDDED SCRAP (FOR 2x6 WALL USE SIMP50N 5P6 or USP 5PT6) RE -ENGINEERED TRUSSES w/ TRUSS (PER PLAN) -----PRE-ENGINEERED TRUSSES w/ TRUSS ri CONNECTOR (VERIFY w/ TRU55 PLAN) CONNECTOR (VERIFY w/ TRU55 PLAN) _ RECAST LINTEL Irl 1.: 7— (SIZE AND REINFORCEMENT \—DOUBLE TOP PLATE U HEADER DOUBLE TOP PLATE ,, PER PLAN) " 1517!= PER PLAN) RIPPLE STUDS 16 O.G. MAX LEDGER CONNECTION AT FLOOR TRUSS-�---- INC STUDS IMP50N or USP M5TA24 2 PARALLEL SCAI.�: 3/4'=r -o' HEADER (SEE 'MINIMUM WALL AND HEADER STUD -.-. 0 EACH JACK STUD REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) FOR DETAILS AND SPECIFICATIONS) 2xa SYP #2 WOOD STUDS a 12' D.G. MAX. WALL SHEATHING to BE WITHIN y' of avECURE JACK STUDS TO HEADER WINDOW/POOR OPENING. WALL SHEATHING 1/16" O.S.B. 5HEATHING OR 1/2' CDX w/ SIMPSON or USP L5TA12 MAX,(TYPE AND ATTACHMENT METHOD PER NOTE: PLYWOOD CONTINUOUS TO BLOCK (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) Ir D NAILS e TOP OF C(SEE 'MINIMUM WALL AND HEADER 5TUD 2) JACK 5TUD5 4 (2) KING STUDS ,@ EACH ROOF DECKING. FLOOR TRU55 DOOR / WINDOW REQUIREMENTS" CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 6UPPORT5 BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD A55EMBLY TO BE 5ECURED OF 2ND FLOOR)rONE PLY AT A TIME. USE 12d NAILS, (2) EXTERIOR BEARING 5TUD5 WITHIN 6' FROM EACH END 4 NO MORE i/16' 0.5.5. SHEATHING OR 1/2' CDX [ SIZE AND SPACING PER NOTE #21, 2X EXTERIOR SCUDS - PLYWOOD OVER PRE-ENGINEERED VUNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRU55E5 _✓ / %� GENERAL NOTES SHEET CSN)] NOTE: ROOF ��- % % / JACK 5TUD A55EMBLY TO BE CONDITIONS MAY SECURED ONE PLY AT A TIME, USE 12d VARY j NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. PLR f77 ------WINDOW SILL w/ CRIPPLE 5TUD5 16' D.C. TO BSECURE TOM PLATE w/ 51MP50N DP4 N EACH JACK 4 KING 5TUETER ANCHOR o o MAXI w/ l' EMBEDMENTBw/2"' DIAMETER or USP 5PT4 WA5HER TOP OF WALL Hx �/ / j HEATHING TO LAP TO TOP OF IMP50N or U5P MSTAM24 EACH JACK __.. _ : / MASONRY WALL. SECURED wl (3)y4 x I / TAPCONS TO •`` ; % SHEATHING MUST NOT BREAK V-4' MIN. FROM 2ND FLOOR (.INE - ____ _ CMU w/ MIN. 2 COVER 4 2" APART PRE-ENGINEERED CONT. 2x6 w/ (6) I(od NAILS - 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS •,�< _ 00 — — _ -- BEARING CONDITION (BOTTOM 2X615 FOR WALL SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTS! ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry WINDOW OPENING IN 2 -STORY WALL 3 ' ' TWO STORY SCALE: 3/4 I' -r0' r TWO TORY 6CA!_E: 3/4�_ �I D PARALLEL SCALA: 3/4 -1-O _ ' A R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Q q mummumnow SUBDIV> LOQ: KENSINGTON RESERVE (LOT #108) :MO D EI,: LARGO (VERSI.ON#01) PRO JEC'T#: 82065.108/00001 PALM: SECTIONS/ DETAILS JAMe$ CANTWELL AB IN® 12079 ATE: l0/5/1a SHEEN' Ryan Homes - Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Siidinq Glass Doors - DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame Opening FL# Part # Unit Size Description Masonry 0 enln-q Frame Opening Sliding Glass Doors Vinyl FL# Windows 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 1901/2"' 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" 14634 L0434206 EA 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 16100 L0367192 EA X26 TW W/ARCH WDW VINYL SH W/GR & SCRN 741/2" X 76" 14634 L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 191" X 961/2" - TO 286" 16100 10297193 EA 26 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 72' 14634 L0354136 EA 5/0 X 6/8 DOOR SGD ALUM W/SCRN 621/4" X 811/2" 16104 L0426486 EA 2626 FX WDW VINYL W/GR 30" X 30" 14634 L0298912 EA 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 621/4" X 961/2" 16103 L0367491 CA 2640 WDW VINYL SH CLEAR NO GR W/SCRN 30" X 48" 14634 L0295466 EA 6/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 811/2" 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" 14634 L0295467 EA 6/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 961/2" 15317 L0354138 EA 2850 WDW VINYL CSMT W/GR &SCRN _ _ 32" X 60" 14634 L0303298 EA 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 981/4" X 811/2" 16103 L1040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN 32" X 72" 14634 L0310660 EA 8/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 981/4' X 961/2' 16104 10296557EA 3/0X3/0 FX TMP WDW VINYL SH CLEAR NO GR 36" X 36" 14634 L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2" 16104 L0429520EA 3024 FX TEMP WDW VINYL FX CLEAR NO SCRN 36" X 28' 14634 L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN 36" X 36" 16104 10317308 EA ( 3030 FX WDW VINYL SH WHT W/GR & SCRN 36" X 36" Vinyl FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 36" X 59" 16103 L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 10352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" 16103 L0439893 EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 5/8' 16103 L0369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" 16104 L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48" 16104 L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 10434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" 16103 L0369271 EA 151/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8' X 67" 16100 L0423133 CA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR &SCRN 721/2" X 52" 16103 L0369273 EA 161/2 ARCH TOP, WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 721/2" X 48" 16103 L0429521 EA 1620 FX WDW VINYL SH W/GR NO SCRN I 18" X 24" 16103 L0423134 EA 3040 W/1/2 RND WDW VINYL SH W/GR & SCRN 36" X 70 16103 L0430156 EA 1624 WDW VINYL SH W/GR NO SCRN 18"X 28" 16103 L0298921 EA 3050 WDW VINYL SH CLEAR NO GR W/SCRN _ 36" X 60" 16104 L0434427 EA 1634 FX WDW VINYL FX WHT W/GR 18" X 40" 16103 L0317307 EA 3050 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 64" 16104 L0439004 EA 1836 FX ARCH TOP WDW VINYL FX W/GR & SCRN 20" X 46" 16104 L0367489 EA 3050 FX WDW VINYL NO GR I 36" X 60" 16103 L0303300 EA 11-12 FX TP WDW VINYL SH W/GR 271/2" X 26" 16100 L0366804 EA 3050 TPL WDW VINYL SH CLEAR NO GR W/SCRN 109" X 60" 16103 L0412312 EA 1H3 WDW VINYL SH NO GR W/SCRN 271/2" X 38 3/8" 16100 10298922 EA 3050 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 721/2" X 60" 16103 L0317304 EA 11-14 WDW VINYL SH CLEAR NO GR W/SCRN 271/2" X 50 5/8" 16100 L0354148 EA 3050-4050FX-3050 WDW VINYL W/GR & SCRN 1121" X 60" 16103 L0419869 EA 11-14 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 68 5/8" _ 16103 L0419409 EA 3056 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 70" 16103 L0319054 EA 11-15 WDW VINYL SH W/GR & SCRN 271/2" X 63"� 16103 L0477376 EA 34 � WDW VINYL SH CLAR NO GR W/SCRN 541/8" X 50 5/8" 16103 L0419870 EA 1H5 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 81" 16103 L0367188 EA 35 WDW VINYL SH NO GR W/SCRN 541/8" X 63" 16103 L0432419 ( EA 11-16 WDW VINYL SH CLEAR NO GR W/SCRN 271/2" X 72" 15103 L0329525 EA 35 ARCH TOP WDW VINYL SH W/GR & SCRN 541/8" X 67" 16103 L0317306 EA 11-16 ARCH TOP WDW VINYL SH W/GR & SCRN 27_1/2" X 76" 16103 L0364384 EA 36 WDW VINYL SH W GR & SCRN 541 8" X 72' 16103 L0298906 EA 11-16 TMP W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 90" 16103 L0327816 EA 36 ARCH TOP WDW VINYL SH W/GR & SCRN 541/8" X 76" 16104 L0434441 I EA 2020 FX WDW VINYL FX CLEAR NO SCRN 24" X 24" 16104 L0367490 EA 4020 FX TMP WDW VINYL FX CLEAR NO GR 48" X 24" 16104 L0298926EA 2020 FX ARCH TOP WDW VINYL FX WHT W/GR 24" X 28" 16103 L0430847 EA 4030 FX TMP WDW VINYL SH CLEAR NO GR 48" X 36" 16104 L0369491 EA 2026 FX WDW VINYL FX WHT W/GR 24" X 30" 15865 L0434426 EA 4036 WDW VINYL SLIDER WHT W/GR & SCRN 48" X 42" 16103 L0327818 EA ( 2030 WDW VINYL SH CLEAR NO GR W/SCRN I 24" X 36" 15865 L0354129 EA 4040 WDW VINYL SLIDER NO GR W/SCRN 48" X 48" 16104 L0352196 EA 2030 FX _ WDW VINYL FX WHT W/GR �� 24" X 36" 16104 L0354141 EA 4040 FX WDW VINYL NO GR 48" X 48" 16103 L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 24" X 52" 16103 L0368324 EA 4050 WDW VINYL SH WHT W/GR & SCRN 48" X 601" 16104 L0434444 EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 16100 1.0427856 EA 4050 TWIN WDW VINYL SH W/GR & SCRN ( 961/2" X 60" 16103 L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 L0460341 EA 5/OXS/O FX TMP WDW VINYL SH CLEAR NO GR 60" X 60" 16103 10366113 EA 2040 ARCH TOP WDW VINYL SH W/GR & SCRN 24" X 52" 15865 1.0298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCRN 60" X 52" 16104 L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" 16103 L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" 16103 L0417692 EA 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 10295461 EA 54X27 WDW VINYL 1/2 RD W/GR 54" X 31" 16103 L0298929 EA 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28X561/2 RD WDW VINYL W/GR 58" X 61" 16103 L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN 24" X 98" 16104 L0298911 EA 58X40X30 ARCH WDW VINYL W/GR 58" X 44" 16103 L0351034 EA 23 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 38 3/8" 16103 L0314657 EA I1-13 WDW VINYL SH NO GR W/SCRN 271/2" X 38 3/8" 16103 L0319052 EA 24 _ WDW VINYL SH CLEAR NO GR W/SCRN 38" X 50 5/8" 16103 L0369187 EA 24 W/1/2RD WDW VINYL SH W/GR & SCRN 38" X 74" I Transoms _ 16103 L0432425 EA 24-5 W/FLANGE WDW VINYL SH W/GR & SCRN 38" X 56 1/4" 16104 L0429519 EA 2014 TRANSOM VINYL WHT NO GR 25" X 17" 24"X 16" 16103 L0298907 EA2430 WDW VINYL SH W/GR & SCRN I � 28" X 36" 36104 10354132 EA 3014 TRANSOM VINYL W/GR �-� 37" X 17" 36" X 16" 16103 L0367488 EA 2436 FX WDW VINYL SH WHT W/GR & SCRN 28" X 42" 16104 L0354133 EA 3044 TRANSOM VINYL W/GR 37" X 53" 36" X 52" 16100 L0430846 EA 2450 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 28" X 60" 16104 L0324888 EA 3214 TMP TRANSOM VINYL WHT NO GR 39" X 17" 38" X 16' 16103 L0298908 EA 2460 TMP WDW VINYL SH W/GR & SCRN 28" X 72" 16104 L0328436 A 3616 ARCH TRANSOM VINYL WHT W/GR 43" X 23" 42" X 23 16103 L0295456 EA 25 WDW VINYL SH CLEAR NO GR W/SCRN 38"X 63" 16104 10354134 EA 3624 ARCH TRANSOM VINYL W/GR 43" X 33" 42" X 33" 16103 L0300838 EA 25 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 67" 16104 10329526 EA 4013 TRANSOM VINYL WHT NO GR 49" X 16" 48" X 15" 16103 L0295460 I EA 25 TMP W/1/2 RD WDW VINYL SH W/GR & SCRN 38" X 86' 16104 L0300837 EA 4613 TRANSOM VINYL WHT W/GR 55" X 16" 54" X 15" 16100 L0310640 EA 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" 16104 L0295463 EA 4620 TRANSOM VINYL WHT W/GR 55"X 25" 54" X 24" 741/2" X 67" 16104 L0354135 EA 4626 ARCH TRANSOM VINYL W/GR _ 55"X 34" 54" X 34" 16100 10300839 EA 25 TW W/ARCH WDW VINYL SH W/GR &SCRN 16100 L0295457 EA 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2 X 63" 16104 L0354131 EA 5016 TRANSOM VINYL W/GR 61" X 19" 60" X 18" 16103 L0317305 EA 25 W/1/2 RD WDW VINYL SH W/GR & SCRN 38" X 86" 16103 L0369490 EA 26 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 72" Doors 16103 L0295459 EA 26 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 76" EA 2/86/8 Door 35 5/8" X 831/16" 341/8" X 82 5/16" .16103 10361749 EA 26 TMP W/1/2 RND WDW VINYL SH W/GR & SCRN 38" X 95" EA 3/06/8 Door 39 5/8" X 831/16" 381/8" X 82 5/16" 16100 10434442 EA 26 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 111" X 72" EA 2/88/0 Door 35 5/8" X 991/16" 341/8" X 98 5/16" EA 3/08/0 Door 39 5/8" X 991/16" 381/8" X 98 5/16" wj A R C H I T E C TS r, Design 'Group Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX:407-774-407www.abdesigngroup. AA #: 0003325 �wwias O P � cut b �ommom��mmr �wwias O P � cut b SVBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: WINDOW SCHEDULE. ARCHITECT: STATE OF FLORIDA nrT � �2�13 / AR NO 12079 0 r mhmmm4�-19 TE: 1 O /5 /18 G ALE: 1/4'" =1' — 0'" SHEET 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 U1/ %s' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE UJ/ A5TM C1063 2. WIRE TIES TO BE (NO, la) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN ommud CUT Tufo PIECES of FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY--\ TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH W16E 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. S" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) I // / q/ WOOD SHEATHING TO J' -AP MIN. PROTECTED FLASH TAPS b' TO 8' 6' TO 8' MIN. To BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE "M" CONTROL JOINT SCALE: NTS. NOTE: APPLY SEALANT AT "M' CONTROL JOINT END TO END CONDITIONS PER FBC 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 A5TM C 1063-12A — USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 170 THE SHEATHING, MAKING SURE THE FORM FLASH I IS 71GNi' 70 THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. o 1 L' t 1 011A_ r+ INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING �3U- �PIPE PENETRATION DETAIL SCALE: KT,S. NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (121 -MM) UJIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER ASTM C1063 7.8.1. NOTE: FOR REPAIR OF TEARS IN U1R5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK X WOOD STU 5HEATHI —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 PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. -TAPE WRB LAYER #i, ; 5TUCCOWRAP (OR APPROVED z EQUAL) DIRECTLY TO SHEATHING 7 - WRB LAYER #2, FORTIFIBER BUILDING PAPER COR o APPROVED EQUAL) -METAL LATH - PROTmCTO FORM FLASH 1 SECTION CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 058 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5T UCCO/ C.V. FIN 15H (SEE TYP WALL SECTION) WRB 11 TAPED Ti SHEATHING w/ W1 #2 OVER TOP, WF 12 TO BE LAPPS VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" MIN. LAP o META HORIZONTAL LATH & PAPER DETAIL WINI. d J...&I "IN ' L, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP SCALE:I�LTS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) 5'X7' CONTINUOU5 GALV, METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - Mn NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP SIDING "L" FLASHING 4 SCALE: N.T.B. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. 8" THICK, 3 COAT CEMENT PLASTER METAL LATH METAL LATH TAPE WRB LAYER #1, STUCCOWRAP WRB LAYER 12, FORTIF15ER (OR APPROVED BUILDING PAPER (OR EQUAL) DIRECTLY APPROVED EQUAL) TO SHEATHING TAPE WRB LAYER #1, 5TUCCOWRAP (OR -1_. 'ii n it ret✓arz i+ Jt. 4• x ,s4icFt t"'•f ._ w ' <' cs APPROVED QUAL) LAP, MIN4' LAOVETHR DIRECTLY TO SHEATHING ALL lAP VERTICAL LATH & PAPER DETAIL WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER z BUILDING PAPER OR 7 APPROVED EQUAL) METAL LATH X X X X STUCCO • • :.: _ WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C TS rn: "U'"' ' "-vv,o FAX:407-774-4078 1 www.abdesigngroup.com AA #: 0003325 r �000000000� sv$Div & LO7 KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: WALL ASSEMBLY DETAILS F CHITECT: OF FLORIDA OCT 08 .3 A : 10/5/18 ALE: 1/4 Pf=1' - 0" sSHEET WAI TEXTURED CEMENTITE OU5 COATING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING . WOOD SHEATHING " THICK 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF ' # �;:�� SEALANT. CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED ,: _ PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHINGONE-PEKE HOODED PENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. ,:k: APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Yz' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO. ON ALL SEALANT ALL SIDES DIVERTER ]'MIN. x 4*fY ,•. a. ;5".. SELF -ADHERING FLASHING SIDES, Y4" SEALANT, ia JOINTS ALL AROUND , k r . . THICK, 3 COAT CEMENT PLASTER STEP FLA5HINGMETAL LATH DRR VENT(BLOCK) � 6 B x.E: YE�.tb. DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) Quo BUILDING PAPER J DRYER VENT (FRAME) OVER "QUICK FLA5H" FELT UNDERLAYMENT 6A SGALE: NTS. THROUGH UJA L a PIPEL PER FBC R103.i.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3, BUILDING PAPER A FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW UNDER "QUICK FLA5H" COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY A5TM C 1326-12A. FASTEN 4' O.C. MAX. L�E��PNETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOL) SHEATHING WRB LAYER #2, FORTIFIBER LEGEND WOOD_ �, UJRB LATER #i, BUILDING PAPER (OR DRAINAGE PLANE CONSTRUCTION 5TUCCOWRAP (OR F APPROVED EQUAL) (WRS LAYER 1, STUCCOWRAP NOTE: APPROVED EQUAL) INSTALL KICKOUT FLASHING(��KICKOUT DETAIL WOOD METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF WALL E: K7�. SHEATHING UJRB LAYER #2, WOOL) r r -1/S" TEXTURED FIN15H 6 WOOD WRB LAVER 12 INTERSECTIONS FORTIFIBER CONSTRUCTION - FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR 8" CMU MEMBER e -f' O.C. MAX OR APPROVED EQUAL) j APPROVED EQUAL) � 5 n AREA TO RECEIVE 1 COAT OF SHER-CRETE /a TO /$ MID -WALL METAL LATH X X X X UJAT PROOF R or i THICK, 3 COAT CEMENT ,...:. _� t, WEEP SCREED STUCCO FLEXIBLE CONCRETE ER E WOOD FRAMED PLASTER 6" UJf DE STRf P SELF ' 4 SCRATCH COAT PRIOR TO ELEC. METERU1ALL t 7 N N ,., WOOD SHEATHING INSTALLATION /s TO I/S MID -WALL ADHERING FLASHING, CLEAN WEEP 5CREED MASONRY BEFORE APPLYING 5ELF- ADHE51VE FLASHING 1 OPER 3/UJAU 6' 5ELF-ADHERING FLASHING TEXTURED FIN15H 6 MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME FRAME TO BLOCK METAL LATH LATH TO BE PER FBC 803.7.1 / A5TM ELEC. METER FIELD VERIFY '7A 3GALE: N.t�. '7B 3GALE: N.T.S. C-841-09, MfN, 2.5 LBS. PER SQ. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION _ CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4' NOTE: ATTACH PER • MANUF SPECIFICATIONS IONSPAST EACH SIDE. STARTING AT THE B0TTOM OF THEBOX REMOVE ........................: PUSH THE PROTECTO FORM E AN nXn THROUGH RELEASE LINER AND APPLY MAK CUT FLASH 1 INTOO THE OPENING E NIN G ------------------------- AND ADHERE TO THE TO BE WITH RIGID PROTECTO FORM FLASH11N A THE PROTECTO FORM FLASH 1 -PO YBLE DPOLYMERIC I50CYANATESINGLE FASHION N TOCOMPLETELY IN THEC CENTER THE BOX INTERIOR IO OF THE BOX. FOAM(1GREAT STUFF' OR SIMILAR) THE H BOX. E B OR OUTLET OPENING T T PE L EXTENDINGTO NO 05 C L ER WOOD SHEATHING THAN 1" TO CORNER, STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING PROTECTO FORM FLASH f SIDES OF ELEC. METER BOX COR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD ° •:o: o° ° OVER STUCCO/ C.V. FIN15H ra n n (OR APPROVED EQUAL) ° o (SEE TYPICAL WALL ` F FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE D FELT ° 'DSECTION) X x SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE - METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT° METAL LATH x ELECTRICAL CONDUIT ' PIPE PENETRATION DETAIL' AT ALL JOINTS AND °' ° &Z.�NETRATION �� S ALE: APPLY 1 COAT of SHER-CRETE FLEX15L= CONCRETE WRB LAYER #2, FORTIFIBER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (ORELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 9 �- KTP. «�Ta STEP 6 rA R C H I T E C T S Desi n ,(/G ro u �nC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STAGE OF FLORIDA OCT �''13 JAMES C�NTWELL A NO 12079 D1 : 10/5/18 s :1/4»_1>_O„ SHEET v r, v� O o- , 11111111111' �emoo�omoo� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STAGE OF FLORIDA OCT �''13 JAMES C�NTWELL A NO 12079 D1 : 10/5/18 s :1/4»_1>_O„ SHEET v r, v� O o- , SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STAGE OF FLORIDA OCT �''13 JAMES C�NTWELL A NO 12079 D1 : 10/5/18 s :1/4»_1>_O„ SHEET WOOD SHEATHING WOOL) CONSTRUCTION %" HAT CHANNEL U1/ %s" WR5 LAYER #i, BTUCCOUJRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD BHI=ATHfNC WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER #1, — PLASTER 5TUCCOUJRAP (OR _AMB(-U1FWC-180 CUSTOM CA51NG APPROVED EQUAL) 5EAD (OR APPROVED EQUAL) 8" THICK, 3 COAT L'. CEMENT PLATER " UJR5 LAYER #1, 5TUCCOUJRAP .. (OR APPROVED EQUAL) UJRB LAYER #2, FORTIF15ER BUILDING '+•'1''�, PAPER (OR APPROVED EQUAL) WR5 LAYER 11 (o" 5ELF-ADHEREING FLASHING STUCCOUIRAP UIRAPPED � CORNER OF CANTILI=VAR (OR APPROVED EQUAL) M AMIGO AM(o(o-UJFUJC-180 �r x AMICO AM6(o-UJFUJC-180 CUSTOM CUSTOM CA51NG DEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (UJ/OPT. WEEPS) DO NOT CAULK OR SEAL GAP CASING BEAD DETAIL @ CANT. n �1 Uig SCALE: N_TS_ LEGEND DRAINAGE PLANE (WRB LAYER 111, STUCCOUJRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING 1 11 VINYL (OR APPROVED EQUAL) CASING BEAD 5/5' TYPE 'X" DRYWALL UJ/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: METAL LATH: LATH TO BE PER FSC 8103.1.1 / A5TM C-841-09, MIN. 2.5 L55, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECfFICATI0N5) —U100D CONSTRUCTION WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMENT PLASTER METAL LAIN 1000D SHEATHING HEADER/BEAM �VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5Cl2EED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 1 1 In SCALE: MTI. FIN15H LAYER (2 LAYER PEEL 4 STICK) 3' X 3" 2(o GA. GALV. METAL DRIP 6' PEEL $ STICK o DRIP EDGE SET IN FULL BED OF SEALANT, /V2' EDGE TO DECK MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKE — 1 Y2'X1 %' P.T. OR 51MULATED WOOD (TREX) y' CHAP FOR BACKER ROD $ SEALANT ROD 4 SEALANT FILLER (OR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL) 100 WATER PROOFING 1st LAYER (2 LAYER VINYL (OR APPROVED EQUAL) CASING BEAD CA51NG BEAD PEEL $ STICK) WRAPPED FROM --WEATHER RE515TIVE BARRIER 11 WATER PROOFING 1st LAYER BALCONY DECK TO CANTILEVER WEATHER RESISTIVE BARRIER 12 (2 LAYER PEEL STICK) =►=COMPONENTS PULLED (o' PEEL 4 STICK 6 DRIP EDGE TO DECK APART FOR CLARITY PEEL STICK SUB FLOOR DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR ® 3' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Yp MIN. SPACE FROM FULL SHEETS OF PEEL STICK DRIP FACE TO TREX MODIFIED 90 1 %'X1 Y4' P.T. OR SIMULATED WOOD (TREX) VINYL (OR APPROVED EQUAL) CA5ING BEAD 1 Y'Xi Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS FILLER (OR APPROVED EQUAL), CONTINUOUS )14' GAP FOR SACKER PEEL $ STICK) WRAPPED FROM BALCONY Y ° GAP FOR SEALANT OPT. BACKER ROD ROD SEALANT DECK TO CANTILEVER 8° THICK, 3 COAT CEMENT PLASTER METAL LATH >< WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED_ EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.G. MAX. WR5 LAYER #1, BTUCCOUJRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH UJRB LAYER #2, FORTIFISI=R SUILDfNC PAPER (OR APPROVED EQUAL) 12A CORNER BEAD @ FRAME SCALE: N Ta. CORNER BEAD (FASTENER 4 SPACING 6 71' O.C.) CMU 5/' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT @21 TE .NER BEAD C BLOCK COLUMN SHEATHING —WEATHER RE51STIVE BARRIER 11 —WEATHER RESISTIVE BARRIER 02 � (o' 5ELF ADHERING 4 FLASHING -PEEL 4 STICK ,,-1 y2'x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT —1 Y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, )/2" MIN. SPACE FROM DRIP FACE TO TREX . UJEA7HER RESISTIVE BARRIER #I X, WEATHER RE515TIVE BARRIER 12 I =---� EXTERIOR COLUMN #CoMPONENTs PULLED COLUMN SHEATHING APART FOR CLARITY WEATHER RE515TIVE BARRIER 12 8' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD rj, -,� \� BALCONY DRIP E D �GE INSTALLATION KTA. NOTE: 5E? RAILING LACE BOLT A7rtACNNMEN79 IN SEALANT, WHERE APPLICABLE 6' SELF ADHERING 4 FLASHING 1 Y2 x3 L FLASHING FULLY EMBEDDED IN ROOF CEMENT 2' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER _ METAL LATH ' WOOD SHEATHING WEATHER RE516TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 112 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN W/ "L" FLASHING A R C H IT E C TS 0(/G rDesign 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PRO JEC T#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA ocT 2��a D4E: 1 O /5 /18 S , ALE: 1/4 f$=lf_ O" SHEET W A lrz_ 3 v c� L'. �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PRO JEC T#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA ocT 2��a D4E: 1 O /5 /18 S , ALE: 1/4 f$=lf_ O" SHEET W A lrz_ 3 v c� L'. SUBDIV. & LOT: KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PRO JEC T#: R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA ocT 2��a D4E: 1 O /5 /18 S , ALE: 1/4 f$=lf_ O" SHEET W A lrz_ 3 WOOD SHEATHING WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP WRB LAYER 01, 5TUCCOWRAP COR APPROVED EQUAL) COR APPROVED EQUAL) SII a THICK/ 3 COAT CEMENT W 5 LAYER #2 FO TIFI5ER WRB DYER #1, STUCCOWRAP WRB LAYER #2- FORTIFlSER WOOD SHEATHING y.' SAP TYP PLASTER BUILDING PAPER COR i COR APPROVED EQUAL) BUILDING PAPER CASING BEAp METAL LATH APPROVED EQUAL) COR APPROVED EQUAL) # IX TRIM MEMBER STUCCO TO TRIM A WOOD SHEATHING META LATH x WR5 LAYER 1, STUCCOWRAP TO 51DING TRAN51TION WR5 DYER #2, FORTIP15ER METAL LATH WR5 LAYER 02, FORTIFIBER L COR APPROVED EQUAL) SIDING BUILDING A a' THICK, 3 COAT BUILDING PAPER COR BLD G P PER 8' THICK, 3 COAT CEMENT WRS LAYER #2, FORTIP15ER COR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER 5ING PAPER { : WOOD SHEATHING (o" -ADHERING ADHERING METAL LATH VINYL COR APPROVED EQUAL) COR APPROVED EQUAL) FLASHING ANGLED CASING BEAD METAL LATHTHICK, 3 COAT IExPLop>=p NT 5 (ExPl_o�o �THICK, 3 COAT C DRIP CAP VIEW FoR CEMENT PLASTER "SELF -ADHERING FLASHING, s vf>=W OR $ CLARITY) DRIP CAP CLARITY) CEMENT PLASTER L WINDOW FLANGE D E WOW AN IN FLANGE L GE WRB LAYER #1, STUCCOWRAP 4 , WRB LAYER 01, 5TUCCOWRAP WR5 LAYER # 1 STUCCOWRAP COR APPROVED EQUAL) # COR APPROVED EQUAL) COR APPROVED EQUAL) VINYL COR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 1, 5TUCCOWRAP WR5 LAYER 112, FORTIFI5ER BUILDING :5c. { ... COR APPROVED EQUAL) CASING BEAD PAPER COR APPROVED EQUAL) WR5 LAYER 12, FORTIFISER BUILDING (o' SELF ADHERING METAL LATH ; PAPER COR APPROVED EQUAL) FLASHING OR PEEL STICK 8' THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTER $" THICK, 3 COATS NG !1Ross1AD (o' SELF -ADHERING CEMENT PLASTER sca E: ryts. - cTiow FLASHING (o'5ELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH FRAME, N�0BAND 13B : FRAME, W BAND WRB LAVER #1 5TUCCOWRAP 13A : �T�. - WOOD SHEATHING COR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIFISER BUILDING WRB LAYER 1, STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER COR APPROVED EQUAL) COR APPROVED EQUAL) DRAINAGE PLANE > WR5 LAYER 12, FORTIFI5ER WOOD SHEATHING (WR5 LAVE #1 STUCCOW A� WEATHER RESISTIVE BARRIER #1 R R P $THICK, 3 COAT BUILDING PAPER 5 5 (o'" SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER COR APPROVED EQUAL) WEATHER RE f TIVE BARRIER #2 %6" X Y�" LAP SIDING W/�' REVEAL # WR5 LAYER #2 VINYL COR APPROVED EQUAL) :� METAL LATH WEATHER RESISTIVE BARRIER 1 CFORTIFI5ER BUILDING PAPER ANGLED CASING BEAD " � a THICK, 3 COAT CEMENT (oSELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER 12 OR APPROVED EQUAL) (EXPLODED PLASTER 5TARTER STRIP PER STARTER STRIP PER METAL LATH X - X X X VINYL COR APPROVED EQUAL) VIEW FOR MANUFACTURER'S INSTALLATION — MANUFACTURER'S INSTALLATION CASING BEAD cL,4RITY) INSTRUCTIONS � •� � INSTRUCTIONS STUCCO . .., . a . . �" SELF -ADHERING FLASHING WOOD .SHEATHING Do NOT CAULK OR SEAL OPENING - SELF-ADHESIVE FLASHING CASING BEAD @ RAISED B GALV'D METAL "z' FL, SHING � GALV'D METAL "z' FLASHING(FRAME) 15 s A_11, KTs. AND DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD - METAL LATH: LATH TO BE PER F5C R103.1.1 / A5TM : C-041-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR GALV'D METAL 7`FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) :3' J4. — SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION STucco CASING6 A 3GAL E: N T Qi. BED g" THICK, 3 COAT p CEMENT PLASTER $THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER SEALANT Y.' SAP TYP WOOD SHEATHING (o' SELF -ADHERING FLASHING SI>Go� METAL LATH SEALANT METAL LATH WEATHER RESISTIVE BARRIER 11 # WR5 LAYER 02, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER i TO LAP WINDOW FRAME PAPER COR APPROVED EQUAL) WEATHER RE515TIVE BARRIER 112 6' MIN. A50VE TOP OF 'Z' FLA5HING � a " WOOD SHEATHING � : �:: �., .:.....: �_° ., �.•..• WRB LAVER 42, FORTIFIBER /6 X 7 Y LAP SIDING W/(o REVEALWINDOW FRAME WEATHER RESISTIVE BARRIER 11 — ;..:..; BUILDING PAPER WEATHER RE515TIVE BARRIER 02 (o" SELF -ADHERING FLASHING CO APPROVED R EQUAL) GALV'D METAL 'z' FLASHING WR5 LAYER 01, 5TUCCOWRAP f E -Z BEAD VINYL COR STARTER STRIP PER MANUFACTURERS �: < DO NOT CAULK OR SEAL OPENING INSTALLATION INSTRUCTIONS COR APPROVED EQUAL) APPROVED EQUAL) CA51NG B # 3" WEATHER RE515TIVE BARRIER 1 TO LAP (o WIDE PEEL 4 STICK CW//S FLEXIBLE PVC BACKER DO NOT SEAL OPENING (0" MIN. ABOVE TOP OF "Z' FLA5HING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER 111, 5TUCCOWRAP GALV'D METAL 'Z' FLASHING COR APPROVED EQUAL) CA5ING ZX FRAMING COR APPROVED EQUAL), E -Z BEAD VINYL (oSELF-ADHERING FLASHING BUILDING WRAP (W/%$" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING COR APPROVED EQUAL) CA51NG INCLUDED) MEMBER / WEATHER RESISTIVE BARRIER #1 (W/8"FLEXIBLE PVC BACKER ROD) E -Z BEAD VINYL COR APPROVED EQUAL) sAPPLY FULL BED OF (o' SELF ADHERING FLASHING (o' SELF -ADHERING FLASHING CASING (W/%a" FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING %5' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR 1 WEATHER RESISTIVE BARRIER # WEATHER RE615TIVE BARRIER 112 CLARITY WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO EZ .BEAD WINDOW.. CASING @ FRAME TO FRAME TRANSITION 6 SCALE: N.T.S. ,......_ -11 ARCH ITECTS ajr�_��:�: FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT � 8 2 !I3 JAIL$ COA 2ND DELL (7DE: 10/5/18 s ALE:1/4"=1,-0„ w SHEET WAA_ O V O C L �ovvoomsomr SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT � 8 2 !I3 JAIL$ COA 2ND DELL (7DE: 10/5/18 s ALE:1/4"=1,-0„ w SHEET WAA_ O V O C L SUBDIV. & LOT KENSINGTON RESERVE (LOT #108) MODEL: LARGO (VERSION#01) PROJECT#: R2065.108/0000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT � 8 2 !I3 JAIL$ COA 2ND DELL (7DE: 10/5/18 s ALE:1/4"=1,-0„ w SHEET WAA_ CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP SECURE HOU5EWRAP (0 .,P UNDER) at HEA CTPP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL -WRAP) 18�: rLT�. (FRAME) APPLY 051 H2U (OR EaUA0 SEALANT w WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR lWG2UAL). SLOPE BILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) FOLD HOU5EWRA IN AT JAMB5 4 511. SLOPE SILL R.O. Tc EXTERIOJ INSTALL (o" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN FLEXIBLE 5ELF-ADHERING �511ING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGE5. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL (0SELF-ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING., SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: 5EAL INTERIOR PERIMETER OF WINDOW WITH SEALANT EXTEND 5ELF-ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/g" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS APPLY TO BACK AILING FLANGE IN -PUNCHED NODS OR SLOTS. rEND DAM5 REQ'D. AT EACH END OF SILL SUPER STRETCH BUTYL FLASHING ►J1L'� MIN. TEXTURED `.EMENTITIOU5 COATING )VER BLOCK JSEI.URAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIl INSTRUCTI, APPLY MEMBRANE FLASHING OVER JOINT MIN. TEXTURED :EMENT I T I OUS COATING )VER BLOCK (0" GUIDE ADHESIVE 'LEXIF3LE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL %PPROVED EOUAL) g" MIN. TEXTURED :EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS 8") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS N.T.S. STEP 5 ►J 1 J:� 1 eJ " MIN. TEXTURED '-EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA 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 SURD%V. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: - - R2065.108/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: TATE OF FLORIDA 12079 D#TE: U/5/18 SCAX.E:1/4,)_T O), EET