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HomeMy WebLinkAbout2287 Kelmscott Ct 18-4305; NSFHIll U1w COPY REVIEWED FOR rODE COMPLIANCE PLAT`EXAA-MMINER ----�— —1 L� . �_ DATE SANFORD BUILDINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'i ES"T REQUIRED. Results to be Verified al Slah Insp-ection CORD Al aw in hUr-a e s L"&w;& Qwom%a lo%[&ft, ��� ® STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS C.E,RTIF'IED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET DESCRIPTION RYAN HOMES — ORLANDO e FLORIDA BUILDING CODE RESIDENTIAL A/C AIRCON DITIONING LUM. LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET AI.T. ALTERNATE MFR. MANUFACTURER ORLANDO, FL 32811 ANIP. AMPERAGE N1 IN. MINIMUM GN GENERAL NOTES e ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED" RYAN HOMES — TAMPA CL CENTER LINE MTL. METAL 1 FRONT & REAR ELEVATIONS — ELEV. M 1409 TECH BLVD., SUITE 202CAB. CABINET N.T.S. NOTTO SCALE 2 LEFT & RIGHT ELEVATIONS — ELEV. "M" e OCCUPANCY — RESIDENTIAL, IAL, GROUP R3 CI.G. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN TAMPA, FL 33619 e CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN e MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PFI. PHONE 5 FOUNDATION PLAN e CPT. CARPET PI;T. PLATE ® STATE OF FLORIDA SPEED — VUL�I' = 150 MPH C.T.CERAMICTILE PLYWD. PLYWOOD 5A FOUNDATION DETAILSPROFESSIONAL ARCHITECT: — VASD = 116 MPH D. DRYER PR. PAIR 5B DOWEL PLAN e RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED JAMES CANTWELL e EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (L OTrT''S) DIA. DIAMETER RAD. RADIUS AR NO. 12079 e 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RE'rURN AIR GRILL 5D LINTEL PLAN (CAST—CRETE) 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRECAST) DP. DEEP REF. REFRIGERATOR A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR RNI. ROOM 6 FIRST FLOOR FRAMING PLAN 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGIIOPENING 7 SECOND FLOOR ROOF FRAMING PLAN ITL. DETAIL S.D. SMOKE DETECTOR LONGWOOD, FLORIDA 32750 WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.II. SINGLE HUNG 8 ENTRY SECTION DETAIL Fax: (407) 774-4078 Tel: (407) 774-6078 EA. EACH SI -IT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN BY COMMUNITY ELEV. ELEVATION SHTHG. SI1EATHING Ery. EQUAL SHWR. SHOWER 9.1 SECOND FLOOR ELECTRICAL PLAN EXH. EXHAUST SIM. SIMILAR DRAWING / CONTRACT DOCUMENT EXT. EXTERIOR SL. SLIDING ASTURIA 150—C F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D1_ SECTIONS/DETAIL S REVIEW BY BUILDER F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS AYERSWORTH GLEN 150—B PIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS THE B UILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS INTERPRETATION OF' THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B TTG. FOOTING FR. DR. FR OTINGDOOR T.O.P. TOP OF PLATE T.O.S. TOP of SLAB D5 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B GA. GAUGE TYP. TYPICAL D6 SECTIONS DETAILS GAR. DISI'. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D7 WINDOW EDULE 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. VAPOR PROOF CYPRESS PRESERVE 139—C GL. GLASS W. WASHER WA1 WALL ASSEMBLY DETAILS AND IN NEED OF FURTHER DETAILING ORGYP. BD. GYPSUM BOARD W/ WITH WA2 WALL ASSEMBLY DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT CYPRESS RIDGE 140-8 H.B. HOSE BIB WD. WOOD WA3 WALL ASSEMBLY DETAILS HAMILTON GARDENS 140—B FI.c. HOLLOW CORE WDW. WINDOW BASED ON THIS DRAWING SET, THE CORRECT HDR. HEADER W/II WATER HEATER WA4 WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B HGT.ORHT HEIGIIT W.I. WROUGHTIRON WA5 WALL ASSEMBLY DETAILS INSUL. INSULATION WRITTEN R.F.I. (REQUES-T' 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 .II'T. CALC o � 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 15T FL -R. LIVING goo 5a. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ES'T'ATES 140—B 2ND FOR. LIVING 1265 Sa. FT, HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C THE CONSTRUCTION BASED ON THE DRAWING SEAT'.OVERLOOK AT GRASSY LAKE 140—B TOTAL LIVING 2,169 5a. FT. THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT HILL 140—B ENTRY 40 Sa, FT, A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140-13 GARAGE 441B Sa. 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_ 2,658 5a. FT, CATEGORY LESS THAN 150—C, PLEASE REFER TO SUIVTMERWOODS (WILLOW BEND) 150—C PATIO 24 5a, FT, GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C W I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ awwwwwwwo SUBOIV. LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: 82065.068/00001 PACE: COVER SHEET ARCHITECT: STATE OF FLORIDA QCT II `" y/ AR NO 12079 D A, EE: O/5/1a SKEET c ®- � 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 W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8, ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D.I. 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 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1,2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F,F, AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302,9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -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 18 -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 YrINCH 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. AS 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 ''% 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 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'/,". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R31111 IN FBCR, 6TH EDITION (2017). 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN Ya INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO), 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3,0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM Cl 116 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 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. 411 AND SMALLER 3/^ D. BEAMS & COLUMNS: DA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 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 EFFICIENT 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: 6.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. 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 518" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16"0$8 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 AS 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 ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240, 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO COMPLY 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 (92.9MZ). F4i1 MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.23 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. 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 Y:" AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Y:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS •- DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS •- CORNER BEAD DETAILS WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 ARCH IT EC TS Desn Groupinc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 r ; O V { O F'{ �IIIIIIIIII �.omvv��moo, r ; O V { O F'{ SUBDIV. & LOT: .KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#' : R2065.068/00001 PAGE: GENERAL NOTES mmmoiIiIIIIIIII ARCHITECT STATE OF FLORIDA OCT J E CANTWELL AR NO 12079 RATE: 10/5/18 .,S C ALE: 1/4 )$ =1' - 0" SHEEETG-T Nor eJ' PRECAST LINTEL (CENTERED ON 12' BLOCK) 12' SQUARE GROUTED CMU 18'-S 3/4" 2ND BRG. HGT. U1/ S" HEEL FURR-OUT COLUMN FOR TAPER HARDIE SIDM INSTALLED PER MANUFACTURES SPECS. FOAM SHUTTER INSTALLED PER MANUFACTURER'S SPEC'S 4' TRIM BOARD (TYR) 10'-8 3/4" 2ND F.F. V-4' BRG. PGT. oL 11_0» 1(o' GROUTED CMU 5A5E V WIDE RAISED BAND (TYP.) TEXTURED CEMENtI0U5 C4��" D TL. coaTING gib, ��`YP,SG 0'-0" FIN. FLR. 4" 6' WIDE , 1, RAISED / \ BANDING (TYP.) \ +1 2 HEADER DETAIL SGALE: 3/4 ■ I'-rD' (o " 6' WIDE RAISED i BANDING \ (TYP.) +1 , BAN/DIING DETAIL t<1 � N m N +1 S4aUR DETAIL 4' WIDE RAISED BAND (TYP.) _1 12 INGLES 1 I FITOT ELEVATION SCALE: 1/4 - 1'-0" ELEVATION "ELM' 5 12 15 /--SHINGLES ,L18' -S 3/4" 2ND BRCa, HGT. "'W1 S" HEEL -o" 4' WIDE RAISED BAND (TYP.) X10'-8 3/4" 2ND F.F. 15'-S 3/4" 2ND 5RG. HGT.01L 18'-8 3/4" 2ND BRCS. HGT, UJ/ S" HEEL UJ/ S" HEEL LIJ 7-1 � 1 10'-0 3/4" 2ND F.F. _ _ _ — — _ — —-- — —N ro — — — 10'-S 3/4" 2ND F.F. V-4" 5F -G. HGT. 0'-0' HDR. HGT. _ _ — — — _ _ — S' -O" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP)----, 0'-0" FIN, FLR. CALCS AREA OF ATTIC 1 I O' -O" FIN, FLR. REAJTL- E L E VAT 10 11.74 SQ-IN./LF SCALE: 1/4 = 1'-0' ELEVATION "ELM' ATTIC VENT CALCS CALCS AREA OF ATTIC 88 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.59 SQ.FT. REQUIRED VENTILATION AREA (0.59 x 144) 84.5 SQ -IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION i 44 1 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1250 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.FP. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER IN -PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ - OFF RIDGE VENTILATION AREA 115 SQ-IN./VER 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 A R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/0000 PAGE: FRONT & REAR ELEVATIONS ELEV. "M OP ARCHITECT= STATE OF FLORIDA om � S .l DAMEO CANTWELL 4R NO 12079 J UAATE:�1 O /5 /18 SALE: 1 /4„-1' — 0” `SHEET OF �I"II'I"I \0000000001 SUBDIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/0000 PAGE: FRONT & REAR ELEVATIONS ELEV. "M OP ARCHITECT= STATE OF FLORIDA om � S .l DAMEO CANTWELL 4R NO 12079 J UAATE:�1 O /5 /18 SALE: 1 /4„-1' — 0” `SHEET OF 12 12 —5 SHINGLES 57 CFF -RIDGE VENT V-8 3/4" 2ND BRCS. HGT.-8 3/4" 2ND BRGc. WGT, UJ/ 8 HEEL _ - -- -- - - - - - UJ/ 811 HEEL 11-01 Oil HARDIE SIDING _ INSTALLED PER MANUFACTURES SPECS. 4' TRIM BOARD (TYP) 11-011 1-0° 10'-8 3/4" 2ND F.F. _ _ _ _ _ - _ _ 101-8 3/4" 2ND F.F. V-4" BRG. HGT.oL— _ V-4" BRG. HGT. 8'-0" HDR. HGT.8'-0" HDR. HGT. - - - - ------------- - - - - -- - - - - - lor -O" 71 7 �) TEXTURED CEMENti0U5 COATING PER (ASTM C926) (TVP) C Lj 0'-0" FIN. FLR. - - - - ------ - ------------------- - - - - - 0'-0" FIN. FLR. I RGHT EL�E�ATI®l� SCALE: 1/4 a 1'-0' ELEVATION "ELM" CA R C H IT E C TS Des ign 0(/Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 5�12 12 �5 SHINGLES OFF -RIDGE VENT OFF -RIDGE VENT 18'-8 3/4' 2ND BRC-:. HGT.181-8 - - - - - 3/4" 2ND BRCS. HGT. UJ/ 8" HEEL - - - UJ/ 8" HEEL 1'-01 _ - _ 11-0" --- ---- -- -- HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. - 4' TRIM BOARD (TYP) 61 1'-011 10'-8 3/4" 2ND F.F. _ _ _ _ _ _ _ - - - - - _ - - - - - - - - - - - _ _-1�- _ 10'-8 3/4" 2ND F.F. _ _ _ _ V-4" BRG. HGT. 8'-0" HDR, HGT. 8'-0" HDR. HGT. 1-011 TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR.,— �F0'-0" - ------- - - ------- - - ------- - - ------- - - - - FIN. FLR: LEFT ELEVATION SCALE: 1/4 e 1'-0' ELEVATION 'ELM" 12 12 —5 SHINGLES 57 CFF -RIDGE VENT V-8 3/4" 2ND BRCS. HGT.-8 3/4" 2ND BRGc. WGT, UJ/ 8 HEEL _ - -- -- - - - - - UJ/ 811 HEEL 11-01 Oil HARDIE SIDING _ INSTALLED PER MANUFACTURES SPECS. 4' TRIM BOARD (TYP) 11-011 1-0° 10'-8 3/4" 2ND F.F. _ _ _ _ _ - _ _ 101-8 3/4" 2ND F.F. V-4" BRG. HGT.oL— _ V-4" BRG. HGT. 8'-0" HDR. HGT.8'-0" HDR. HGT. - - - - ------------- - - - - -- - - - - - lor -O" 71 7 �) TEXTURED CEMENti0U5 COATING PER (ASTM C926) (TVP) C Lj 0'-0" FIN. FLR. - - - - ------ - ------------------- - - - - - 0'-0" FIN. FLR. I RGHT EL�E�ATI®l� SCALE: 1/4 a 1'-0' ELEVATION "ELM" CA R C H IT E C TS Des ign 0(/Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LO; KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: LEFT & RIGHT ELEVATIONS ELEV. "M" ARCHITECT - STATE OF FLORIDA A'TE: 10/5/18 11 SCALE: SHEET 2 OF \OOOOODDOOJ SUBDIV. & LO; KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: LEFT & RIGHT ELEVATIONS ELEV. "M" ARCHITECT - STATE OF FLORIDA A'TE: 10/5/18 11 SCALE: SHEET 2 OF SQ.FT. CALC.'S CALL* FOOTAGE DESKINIATION IST FLR. LIVING 2ND FLR. LIVING SO4 1265 50. FT. SQ. FT. 112 161.01OHGD1.01 5 TOTAL LIVING ENTRY GARAGE 2,1(o9 40 449 SQ, FT. 50. FT. 80. FT. a PATIO TOTAL PATIO 2k58 24 SQ. FT. 50. FT. EXTERIOR MASONRY WALL BR3. HEIGHTS 11111111111111 9'-4' 5%. LOAD BRG. WALL L NON-BRG. WALL mommmoo COMPONENT AND CLADDINQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL* FOOTAGE DESKINIATION ZONE 150 MPH WWD 1 112 161.01OHGD1.01 5 2480/-30.16 a PATIO 2 24 3080 DR 4 21.15/-3625 3 11 25 -SH 4 28.45/-30.95 3A 11 25 -SH 5 28.45/-31.46 4 33 (2) 25 -SH 5 21A3/-3480 5 64 6080 SGD 5 2631/-3330. WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND CsUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEEFICENT=+ .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: 1. PRIOR TO DRYWALL NSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TER11TE TREATED SPRAY 3{ 1/2 " 2'-0" 1'-2" N L. T01 Q PLATE c� m 2x4 WOOD FRAMED— • 16' O.C. CABINET SECTION FSR S T F L 0 ORL\, PLAN SCALE: 114 = 1'-0' ELEVATION "M' A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 15'-0" 11'-4' O V a PATIO GOND. � 6080 SGD l2) 25 -SH ` C m cc ------ 3A No 0 p GREAT ROOM �IIIIIIIIII 28'-4"x15'-0' �omoov0mmmr 9'-4' CLG. 0 X6 A 4X6 POST LBW POST C LBW 4 -SH PANTRY ` :< e e I PDR `v SINK CAB. CROWN KITCHEN m ---- -- MUD ROOM I(IA �;, MOULDI v-4' cLG. _` ® c IldT i T WC 8 i OPT. i RANGE - — — — - T — - 1J REF,___ t �t - __o ___- FOYER 9'-4' CLCs. M.T. 1 DBL. STU 113 b - CN1 - N N 0 6i N 2 CAR GARAGE ' ' 20'-0'x20'-4' (L ! - 0 N 9'-4' CLG. =3 LAN ING N O b d- — M.T. GJ' -10" 41-0" I/ '-0" � 1 ENTRY 4 I I � HB 16'x16' CMU COLUMN OF 2ND BASE w/ 12' CMU _LINE FLOOR ABOVE_ — — — — ---------r--- — ABO ►n 16'-0' X 1'-0' OHGD Ili \jm 0 21'-4" 301-01 FSR S T F L 0 ORL\, PLAN SCALE: 114 = 1'-0' ELEVATION "M' A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FIRST FLOOR PLAN ELEV. "M" ARCHITECT STATE OF FLORIDA pC ATE: 'T0/5/18 SHEET 3 OF' 9 O V a E C cc �IIIIIIIIII �omoov0mmmr SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FIRST FLOOR PLAN ELEV. "M" ARCHITECT STATE OF FLORIDA pC ATE: 'T0/5/18 SHEET 3 OF' 9 O V a E C cc SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FIRST FLOOR PLAN ELEV. "M" ARCHITECT STATE OF FLORIDA pC ATE: 'T0/5/18 SHEET 3 OF' 9 ■ m MPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS FFOOITAGE ARE WK/DR DESIGNATION ZONE 150 MPH WIND . 0 (2) 3050 -SH 5 29.61/-38.15 EGRESS 2 15 3050 -SH TEMP, EGRESS 4 28.65/-31.14 3 15 305 H 4 28.65/-31.14 TEMP 4 15 3050 -SH EGRESS 5 28.65/-31.85 5 12 3 TEMP 5 29.08/-38.10 6 15 3050 -SH EGRESS 4 28.65/-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT x + .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, &TH ED. (201'1) 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 FRAMIWj MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND Ti;�EATED W/ 'BORATE' A TERMITE TREATED SPRAY 10'-8 3/4' 2ND. FIN. FLR. 9'-4' BRCS, HT. 42' HIGH RAILING (3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS a 6'-8' O.C. 2x12 S.Y.P. TREAD 2x4 RE-INFORCING m EA. 2x12 STRINGER ' KICKPLATE 77 2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4' T4G SUB FLOOR GLUED 4 NAILED - DBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/lro' TAP CONS MIN. 1 1/4' EMB, 0 24' O.G. STAGGERED -71 0'-0' FIN. FLR. 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. FLP. TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 126 NAILS TO BE NAILED FROM BACKSIDE A �-- 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. STAIR SECTION: 9 7-4" SCALE: 1/2 = 1'-0' (SNB 45MH) RAILING BRG. HT. wow, 21'-10" 2'-2" O305 -SH EGRESS �— \ b 4 -SH . . . 1R -I H N cs� � s I — I .LC. . OW P9 BATH" ' c�G OWNER'S SUITE 13'-0'X16'-0' ^� T�Ip X4 POST �% ti I I 4X4 POST 6 13'- 4' in 1 0X34 SHOWE0 L 1 I -3642' ATTIC m 14 SEAT 21, AFF. - _a, V_Lcjjo,-� p, ACCESS IRtu -1 (v cel cil �ID "uFIE OOM 4 0" 4'-2' 1.6 jue "' LOFT 12'-6'X9'-8' 8'-0' CLG. LAUNDRY s'm. `1 42'W. I/2 WALL -O'G' .� IW/ WOOD CAP T `n i �i�=� i 24 BF Ilnl��l u - O o We BEDROOM ,2 N X8 0) 14X4 in 10 -10 XIl -0 POST POST BATH 1 �, T N f{1 2'-11' '-0' CLCx.8'-3" $ '—�O" �p'-8" '-2" W.I.C. I 0 r ti's DBL. STU 6 I itl m BL. STUD I c� IR-ISHTEMP 050-5 BEDROOM 3 W.I.C. EGRESS _ 8'-0' CLG. 8'-0' CLG. 1 r r fNE OF IST _j r- ,�,b — — — — FLOOR BELOW O ifI I N 0 (2) 30 0 -SH L------- — `� — EG SS ---SINE OF 15T —J N FLOOR BELOW 9'-2' '-2' 2'-2" 5'-2" 5'-6" 4'-�" 4'-2" 21'-4" 30'-0" SECOND FLOU""'R PLAN SCALE: 1/4 = 1'-0' ELEVATION 'M' A R C H I T E C T S rwe FAX:407-774-4078 www.abdeslgngroup.com AA #:0003325 z� 4 1;j, . O w kms � W 11111111111 .om.ommoom. z� 4 1;j, . O w kms � W SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECOND FLOOR PLAN ELEV. ARCHITECT STATE OF FLORIDA 0cy�r, �'"I DAh�E: 10/5/18 1 SALE: 1 /4"-1'—n" 1 SHEET A OF 9 SECURE STRAP A/C UNIT SIMPSON W5 ROLL TO CONC. w/ (2) STRAP OR EQUAL 3/16'x2" TAPCONS 3 1/2" THICK SECURE STRAP GONG. SLAB TO UNIT UJ/ (2) "8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO, PAD DETAIL 30'-0" 1'-0° -0° 1(11 S (L (TY P) cn 3 1/2" CONC. SLAB EXTEND END PVC. CHASE UP�12`1CONO. I 1 B ABOVE CONC. SLAB �•__�� ; �' 3 1/2' ------ 2 � IBA � \ — I - / 31/2' C.ONC, IMWO:;RCE0 ; 93 ' ogb I0'-0" FIN. ELEV. UY b'xb'-U4 x U.4 2 FIN. CONC. SLAB ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON /, 5A = WELL -COMPACTED CLEAN FILL C(BORA-CARE SYSTEM) 2 - 5A E I 24'x24'x12' CONC. FTG. ® W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN / 3 COVER N -1'-2 1/2" 2'--I 1/2'-I0" i 1' PVC CHASE r -- C / FOR ELEC. w L c1354' PVC CHASE N ; ISLAND I5A -STEM UP TO F- -- �-r =� ____________ ____ PED 2 I I2ND. FLR A/C i `DW i f a i i I I SINK 2 N 5A I �=-� / LL_ JL _JJ 9B 9B /, SINK BA BA / 24'x24'xl2' CONC. FrG. W/ (3) 5'�' _ f/ b S REBARS EA, WAY ON CHAIRS MM. 3' COYER 1 :;t RANGE- -;., I 5A c.. EXTEND r , /OPT. ' SLAB 1 1/2 b 2'-9" 3 S 1 -il 8 -� I 6 -10 2 -6 2'-01 4 I `� ® 4' C CHASE ICE MAKER 4 -� M UP TO ROUGH -IN 5A 2D `� 21D. FLP, A/C 5A 20'-8" S" 3i_4n 5i_�n N i 5A 2D 64EXTEND 5A BA � SLAB 1 1/2' 3 I/2' CONC L9 ,REINFORCEDD _ I W/ 6'x6' -U.4 x U.4 _ N ON 6 -MIL POLY ETHYLENE N VAPOR BARRIER ON $ WELL -COMPACTED CLEAN FILL 3 1/2" (BORA-CARE SYSTEM) N ® I O BA HB 3 111' CONC. 8 SLAB 5A --I 1/2' 24'x24'x12' CONC. M. W/ (3) 05 REBAR5 EA. 5A WAY ON CHAIRS MIN. 3' COVER 21'-4" 30'-0" 0 �' V NDATIUN .PLAN SCALE: 1/4 = 1'-0" NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS rA R C H I T E C T S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA DALE: 10/5/18 1 S&ALE: 1 /4"=1'—n" 1 SHEET 5 Or e� Vr �1 F 11111111111 �omaom�momr SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA DALE: 10/5/18 1 S&ALE: 1 /4"=1'—n" 1 SHEET 5 Or e� Vr �1 F SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA DALE: 10/5/18 1 S&ALE: 1 /4"=1'—n" 1 SHEET 5 Or e� TEXTURED CEMENTIOUS COATING !1) 415 REBAR VERTICALLY W/ CONC PER (ASTM C926) (TYP-) POURED CELL TEXTURED CEMENTIOUS COATNG (1) 5 REBAR VERTICALLY W/ R-13 INSULATION MIN. R-4.1 INSUL. MM. PER (ASTM 0926) (TYP) GONG. POURED CELL R-13 INSULATION MM (l) •fi REBAR VERtICALLY W/ CONC. TER ((sit GEMENTIOUB COATING (U 5 REBAR VERTICALLY W/ GONC. R-4.1 INSULATION POURED CELL STUDS ib' O.G. MAX PER !ASTM C926) fTYPa POURED CELL (1) 5 REBAR VERTICALLY STUDS Ib' O.G. MAX TEXTURED CEMENTIOUB COATING R -4J INSUL. MN In' GYP. WL. BD. ? S. CMU R-4.1 INSUL. MIN. W/ CONC, POURED CELL z PER (ASTM C926) (TYP.) TEXTURED CEMENtIOUS COATING WOOD BABE Q In' GYP. I.I.L. BD. R -4J INSUL. MIN.in' GYP. WL BD. E Q 8' CMU -i -- TEXTURED CE MENTIOUS COATING WOOD BASE ; ) 0. PER (ASTM G926) (TYP-) SECURE STUDS TO BTM. PLATE W/ ,, WOOD BASE PER (ASTM 0946) (TYP.) X TEXTURED CEMENTIOUS COATING SECURE STUDS TO BTM. PLATE W/ `l5 - �— in' GYP. WL. BD. 81MP80iy 8P-4 • 32' O G MAX Q W 8' CMu w 1 tL PER (ASTM c926) (TYP.) z SECURE BT. PLATE TO BLK W/ 1'x9' 3'-0' 8' CMU Q w a, CMU w SIMPSON 6P-4 w 32'Or- MAX WOOD BASE r in, GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN W w 1/1' GYP. Ud_. BD. Q , SECURE Bt. PLATE t0 BLK W/ I'x9' w - I WOOD BASE l7 SIMPSON HIGH STRENGTH EPDXY b' A q w _ f- ,+ - J In GYP. WL. BD. L A�TB/�ERIN EMBED. MN w 92 OC MAX � �TRENGXY 61 MAX 9 r/ ° R b' -m' WHEN > O O 32' OG �7 °RS REBAR 6'-®' OC WHEN 5 REBA D:C FOOTER iE'MBED MM. w ° ° FOOTER HEIGHT EXCEEDS 24' Z ° m ° 9' HEIGHT EXCEEDS 24' ABV. GRADE ; a ° R!l ° • ABV. GRADE ° 3 tn' CONc, t�1NF. W/ 6'xb' WIAxWIA Q 4 ° i U4' 9 n', 3 In' CONC, REM W/ 6'x6' WUP OR FIBERMESH ON b -MIL POLYnWIAxWIA WW OR FIBERMESH 3 In' CONC, IFEIhF. W/ 65x6' ip 3 ln' CONG, REINF. W/ 65x6' -, ° , .° f < • . 3 1n' CONC, REINF. W/ 65x6' ° ° °.' . • , , ° d " �° 3 W' CONC, REINF. W/ 6'x6' q b'ON b -MIL POLY ETHYLENE WIAxWIA WUF OR FIBERMESH ON 4 MAX. SLOPE °.. ETHYLENE VAPOR BARRIER ON iq 9 In CONC, REMF. W/ b X6 iA ° VAPOR BARRIER ON ° WIAxWIA WLLF OR FIBER 1ESH ON 4 WIAxWIA WWF OR FIBERMESN ON WIAxWl,4 WILF OR FIBERME8H ON WIAxW1A WIIFOR FIBERMEBN ON X MAX. SLOP[° �( 1r LLIELL-COMPACTED CLEAN TERMITE .° • 6 -MIL POLY ETHYLENE VAPOR b -MIL POLY ETHYLENE VAi'OR Q TREATED FILL °• • b -MIL POLY ETHYLENE VAPOR ° dBARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED I I !I) w5 MBAR CONTMUOUB WHEN = a • • 4 6 -MIL POLY ETHYLENE VAPOR • ..• • • b -MIL POLY ETHYLENE VAPOR r 'a . WPLL-COMt-'ACTED GL!?AN CLEAN TERMITE TREATEED FILL GLEAN TEld11TP TREAT! D FILL FOOTER HEIGHT EXCEEDS 3m' ABV. BARRIER ON WELL -COMPACTED BARRIER ON " ° d BARRIER ON III TERMITE TREATED FILL 0. 9 I=I CLEAN TERMITE TREATED FILL 0z 0. ° 3 in' CONC. BLAB DELL -COMPACTED CLEAN WELL -COMPACTED GLEAN °- 1uM ' :u �°'°GRADE OR PAVERS PER z t0.0 E TERMITE TREATED FILL E TERMITE TREATED FILL ;� � I-� � . f1) wS REBAR 4, 8, 4, y -� (-I =I I ° ° BLDG 8PEC8 o> 4' 8' 4' 4, 6, 6, 4, _ 4' 6' 6' 4 - - ° l2) 5 REBAR ON CHAIRS in f2) 5 REBAR ON CHAIRS (2) 5 REBAR ON CHAIRS U m l3) 5 REBAR ON CHAIRS m I II.• .' ° • . FOOTECONTlNuouS WHEN 1'-4 in l2) w3 REBAR ON CHAIRS (3) 5 FEBAR ON CHAIRS 3' MM. COVER I'-4' EXCEEDS 30' ABV. 4' 8' 4' I'-8' I'-8' LZ 0.r GRADE 4' 6' 6' 1,4' ( 5 REBAR COVER CHAIRS N I,-8, 1—STORY FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL @_TLL�AME WALL 18 W/ BLOCK WALL 1C STEP—UP 1—STORY 2 W BLOCK WALL 2 W FRAME WALL 28 W BLOCK WALL 3 1/2' CONC SLAB OR POUR WALL SOLID FOR (V 5 REBAR w 16, Or-. MAX IN ENTIRE LEWH OF OPEN TO CONC. POURED CELL (VERIFY PAVERS PER BLDG SPECS ABOVE CONDITION. PER PLAN) 31/2' CONC, REINF. W/ STUDS 16' O.C. MAX 8TUD8 16' O.C. MAX ll) 5 REBAR VERTICALLY REINFORCE PER FLAN. COLUMN / POST -,< in' CONC, REINF. W/ 6'xb' b'xb' WRAxWIA WWF OR , R -4J INSUL. MIN WIAxWIA UllI1F OR FIBERMESH PIBERMEBH ON 6 -MIL 5 In w HEAD OF GARAGE 5 1n' w HEAD OF GARAGE W/ CONC. POURED CELL TEXTURED CEMENtIOUS PER ON 6 -MIL POLY ETHYLENE POLY ETHYLENE VAPOR VARIES WITH SLOPE VARIES WITH SLOPE STUDS Ib' O C. MAX SECURE Bt. PLATE TO BLAB SECURE Bt. PLATE TO SLAB R-4.1 INSUL. MR j COATING PER (ASTM G926) 2 0O VAPOR BARRIER ON BARRIER ON 5 In' •HEAD OF GARAGE ,-TEXTURED CEMEhlTI0U8 ;; !tea r pC WELL-COhiF°ACTED GLEAN WELL -COMPACTED 5 In' w HEAD OF GARAGE VARIES WITH SLOPE W/ )j'x9' ANCHOR BOLT W/ 2' y W/ �'x9' ANCFIOR BOLT W/ 2' COATING PER (ASTM C926) 8' CMU TERMITE TREATED FILL GLEAN TERMITE VARIES WITH SLOPE WASHER SET M SIMPSON HIGH w WASHER SET M SIMPSON HIGH (TYPE z 0 TREATED FILL SECURE BT. PLATE TO SLAB SECURE Bt. PLATE TO SLAB STRENGTH EPDXY 6' EMBED. It STRENGTH EPDXY 6' EMBED. 8' �11J s a I/2 GYP. WL. BD. 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'a • e a (3) 5 REBAR ON CHAIRS EyI 4' COW, REIFORCED LLV 4 in U CHAIRS > BARRIER ON WELL -COMPACTED • 8 > i'-4' in CLEAN TERMITE TREATED FILL PLAN FOR 4' 4' 61 W 4' b' 6 4' 4 • TERMITE TREATED FILL FIBEmvm AT A RATE N 15 FOOTER SIZE (SEE (2) 5 REBAR ON CHAIRS (3) 5 REBAR ^ 6' b'1 6' 6' 6 -ML POLY EEiFIYLENE VAPOR (� FOUNDATION m z PLAN)OL lON CHAIRS 1e z0., 4' 8' 4' 4' (3) 5 REBAR ON CHAIRS i ON CHAIRS 2'-0' BARRIER ON 4' 6 6' 4' 4' RUL -COMPACTED CLEAN FLL (3) 5 REBAR (BORA-CARE) m U 4' 1' 4, 4 m 1 -4' ON CHAIRS LANAI/ENTRY 2—STORY FOOTING TYP. PAD FOOTING GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP-UP GARAGE STEP—UP — — GARAGE STEP UP GARAGE STEP UP 2 C STEP—UP 2—STORY D W BLOCK WALL 3 AT ENTRY SCALEs• 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. Bc , ._ ._m (1) 45 REBAR VERTICALLY W/ POUR WALL SOLIO FOR Cl) 5 REBAR ET1TIfAE LENGTH 0 OPEN TO N d rte: (1) M3 REBAR w Ib O G. MAX, M ° VERTICALLY Wi CONC. CONC. 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PLATE TO (3) 5 REBAR (BORA-CARE) ET1cL08URE SECURE STUDS BLK W/ ;5x9' ANCHOR ON CHAIRS GARAGE DOOR FOOTING SCREEN ENCLOSURE TO BTM. PLATE BOLT W/ 2' WASHER SET IN 2—STORY FOOTING 2—STORY FOOTING AT 2 -STORY FOOTING SCALE: ta'.r.®' ATTAC 41ENT AS PER W/ SIMPSON SP -4 SIMPSON HIGH STRENGTH 1—STORY FOOTING AT GARAGE GARAGE SLK. WALL AT GARAGE MANUFACTURERS w32'OCMA" z D.MINw AT GARAGE CTA : n'.r_m' CTB 0.0 FIN FLR ° ° 9 tn' CONc, REIhF. W/ 65x6 WIAxWIA WWF OR SECURE BT. PLATE TO r r " ; �,�,r�� •i , . a � . SLAB W/ x9 ANCHOR i4 FIBERMESH ON b -MIL SECURE BT. PLATE TO BOLT W/ 2' WASHER SET M , z W POLY ETHYLENE VAPOR 5LK W1 WELL-COMPAGTED CLEAN NAILS w(1) l O.G.ASONRY ERMP80N HI�I£TRENG A PAYERS \ 6' 4' 8' 4' BARRIER ON 32' OG MAX I w3 CONT. ' '� I'-4' TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS F 'pPOURED LINTEL ELL (T (TYP.)SET 1 -STORY FOOTING 8' CMU FILLED CELL ltYPJ 'N (l) 5 GTH E OX IN SIMPSONBED HIGH NCLFOOTING o••ST1¢ENGTH EPDXY b' EMBED. MM. @IAM 2XWALLt92AMiNG ., PAYER Q ° 9 1n' CONC, REINF. W/ • • . ' (3•±['X8' ANCHOR BOLTS or (SAW' s tJ •I -®' 65x6' WIAxWIA WWF OR 3 In' GONG, REIT. W/ J -BOLTS MIK 6' EMBEDMENT W/ 2'X2W/8' Z 0. FIBER'MOW ON 6 -MIL 6'xb' WIAxWIA WWF OR WASHER AND NUT SPACED EVENLY PROM a POLY ETHYLENE VAPOR L FIBEIrdETH ONE VA PRIOR t0 FIFLOOR TO ILLL•'MGa (SLEEVED ANCHOR IN ° : 3 In' CONC, REIT. W/ 6'x6' '^ 4' 8' 4' BARRIER ON O POLY ETHYLENE VAPOR `^ U SOLID POUR ACCEPTABLE R1=TROFIT) ? 6 -MIL POLY OR VAPOR WELL -COMPACTED CLEAN 4' 1'-0' 4' BARRIER ON°q. ° , . d . 4' (d' -(d' FIN FLR TERMITE TREATED FILL WELL -COMPACTED CLEAN " • • BARRIER ON WELL -COMPACTED (2) 03 REBAR ON CHAIRS I'-8' TERMITE TREATED FILL CLEAN TERMITE TREATED FILL ° ° ° ° ° (3) 5 REBAR ON CHAIRS 4 ' .'° d . d . .' • ° ° 1—STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR D B°''n' °`' NO—UPLIFT Q AT L.B. W. BLOCK WALL CONNECTION OMITTED DOWELS TIE VERTICAL REBAR VARIES `ERI LEY eJ SCALE, IR'•I'-®' tJ B SCALE, in'•1'-0' A , n . _(� z 12 SCALE: In'.I'-0' L TO HORIZATIONAL REBAR W/ 10' HOOK � ° . • '. a ° TIE VERTICAL REBAR TO HORMATIONAL m b' PVC CHASE THRID FOOTING GROUTED BOND BEAM _ 9.. REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV VARIES PER ELEV. 3' g, CAULK AND SEAL (2) 5 REBAR ON CHAIRS ° 2 -STORY (3) 03 REBAR ON CHAIRS ° ° P _ GROUTED BOND BEAM (2) 03 REBAR w I -STORY = ° (3) 5 REBAR w 2 -STORY j\//\�//\\// •. 'v ,� ° , .. ' \ \\\ \\'\\\ - GAS LME 4 4 4 GONTDR40008 AR TO BE (I) U REBAR VERTICALLY W/ CONC ° - --- 1 �' PVC SLEEVE FOR GAS LINE POURED CELL /i\ / •/\/\/\ \/\/�\\ \\ \\ \\ \\ \\ \\ \\ ° ° ° 4 4' ° . 8 -41 MBUL. MM ° cm 1n' GYP. WL. BD. ° WOOD BASE U 1/2' DRYWALL 2'-I' MIN. LAP E Q W 3 In' CONC, REINF. W/ 6'x6' 10 SHOWER RECESS FOOTER _ �a WIAXWIAWWF ORFIBERMESHON WOOD BASE 6 -MIL POLY ET14YLENE VAPOR REBAR LAP AT FOOTING BARRIER ON WELL -COMPACTED L CLEANOUT REQUIRED IL CLEANOUT REQUIRED SCALE, I'■I'-0' - B O GLEAN TERMITE TREATED FILL FOR INSPECTION ° _ : - FOR INSPECT Q . ° 11 WD BTI Q ' — ° •� ° uD 0'-0' FIN. FLR. ° 6' FMISN FLOOR 6' PVC CHASE THRU ta00TINCa 0 -0 FN FLR LLI1 _ TIE VERTICAL RE13AR A TIE VERTICAL REBAR 0! ° . 4 : 4, d ' 4 o L ) s6 VE T. DOWEL BOND BEAM 4 • ° • °4 . a ° d . o ° ° , > I -STORY q.:' REBAR W/ 10' HOOK 4,;' REBAR W/ 10' HOOK Q ° ° • 4 . v a a ° TO HORIZATIONAL ° c TO HORIZAtIONAL 4 ° a• ft) 5 REBAR AT CORNERS ` 4 W/ 25' LAP MIN4' 8' 4' f2) 5 REBAR ON GHAIR9 ? a 8° d o 1'_4, TORY (385 REBAR ON CHAIRSj11 ° e • . e d i Mg HORIZONTAL/ VERTICAL d HORIZONTAL/ VERTICAL REINFORCING AT TVP. REBAR LAP 1—STORY FOOTING ORCINGBEARING CHANGESLAB AT S.G.D. GAS LINE THRU BLOCK D W BLOCK WALL (D__qa� . _®' F , ,_� 11 BALE, r.r-m' LINTEL CORNERS . R C H I T E C T FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 \O�0000000� ®IIS a cu � Y 4 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: FOUNDATION DETAILS ARCHITECT - STATE OF FLORIDA OCT 0; DACE: k10/5/18 S T m: 1 /4"_ 1' — 0» Sz EET 5 Aor 9 A R C H IT E C TS ffz Iff Des ign ,(/Grou�rnc. r N. RONALD REAGANJBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 ww.a bd esigngro up.co AA #: 0003325 SUSDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA X's D E: 10/5/18 #c4okim: 1/4"=1'-0" UEET 5 BOF 9 C�7� N _o, E O C to �I"I'II"I �000000000� SUSDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA X's D E: 10/5/18 #c4okim: 1/4"=1'-0" UEET 5 BOF 9 C�7� N _o, E O C to SUSDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA X's D E: 10/5/18 #c4okim: 1/4"=1'-0" UEET 5 BOF 9 GREAT ROOM 9'-4' CLC• - - -- - - - - - - - - - - - - - -- - - - - - - PANTRY L - - - -- --� - F`- -,- --.-.-..----- X\ o I PDR MUD I I f KITCHEN - ROOM III 9'-4' CLG. ■ V-4' CLG. r -_=___-' I I - - - - 70- ------'-1, ---' --® 1 O O L - FOYER 2 CAR GARAGE 9'-4' CLG. ENTRY - - ` 9'-4' CLG. L -2A - - - _ - - - - - - - - - -- I- - - - - 16'-0' X 1'-0' OHCSD L-1 LINTEL P'LAN- SC,4LE: 1/4 = 1'-0' GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 R606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 210-L 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-081. 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.% CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1• PRE -CAST U.1/STANDARD REINFORCEMENT -4000 PSI 2.12. PRE -CAST W/F'RESTRESS REINFORCEMENT -6000 PSI 2.1,3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/6' AGGREGATE, 8" TO 11" SLUMP. 22, REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23, PRE -STRESSED STRANDS ASTM A41& 1 -WIRE, STRESS RELIEVED 210 KSI 2.4, DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2. MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSL 3.3, MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD vALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL., ETH EDITION (2014), SECTION 2104.1.5 LO TT S grl" 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 - - - _ LINTEL Total Length 2'-10' 31•6' 4'-0' 4'•6' 4.8' 5'-4' 5'-I0' 6'4 6'-6' 6'•8' T." 1'4' 8'-0' 8'•4' 9'•4' II' -4' 121•0' 12'4' 13'•4' 14'•0' 14.8' S'•4' IL-4' 19'•4' 20'•0' 21'•4' 22'-4' 24'•0' NR • Not ^' SAFE LATERAL LOADS LNTEL T SAFE LATERAL LOADS (PLF) T al 0'x8' PLAN 8'x8' SOLID Total Length Type W DOOR HEADER PLAIN B' DOOR HEADER SOLID Precast 1998 3964 Y.S. Precast 1112 2071 Precast 1168 2318 4'-0' Precast 950 1611 Precast 844 1614 4'-2' Recast 861 1521 Precast 638 1266 4'•4' Precast ISO 806 Precast 586 1163 4'-8' Precast 659 1165 Precast 666 1355 51•6' Precast 650 II11 Precast 543 1105 6'•8' Precast 504 964 Precast 634 1364 1'•B' Precast 411 101 Precast 612 1288 0'-0' Precast 356 664 Precast 518 1217 9''8' Proust 28(, 535 Precast 446 we 6592 Preuet 425 894 precast 381 814 P east 354 145 Precast 211 583 Precast 192 - 453 Precast A 198 620 Recast 164 549 Proust 143 504 Proust 116 404 Precast 99 391 Prestressed NA 341 Prestressed NA 302 Prestressed NA 213 Prestressed NA 116 Prestreseed NA 59 Prestressed NA. BI Prestressed NA 120 PreeVeeeed NA 93 Recommended (2) 02 488 LO TT S grl" CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE 91-41 eRG HT. COMMENTS L -i 1'1'-4' 8/36-5-0)WI(11L PRESTRESSED L-2 4'-61 8A4-5-(I)J1(0)L RECESSED L -2A 8'-4' 8/16-5-(1.UKI)L (1) #5 CONTINUOUS L-3 4'-8' 8/16-5-(UU/lOJL '9 313. 8-X16" KNOCKOUT BLOCK L -3A 2-2' 8/16-5-(11/(0)L • L-35 4140' 8/16-5-(UU/(0)L 3831 L-4 'i'-6' 8/16-5-(I)O/(I)L 2'.8- L-5 i'-8' 8n6-5-(UU/(UL - PLACED IN HELD) EXTERIOR MASONRY WALL 5R3. HEIGHTS 9'-4" BRCx. LOAD BRC. WALL NON -BRCS. WALL etllrcO f _ '� t►lrp V) W N K 8/8-S-(1) #5/(0) #5#5 8/6-S-(1) #540) #5 NOMINAL WIDTH/HEIGHT OF LINTEL II--- PLAIN OR SOLID LINTEL [8/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER r - nvi Rcun-i =Wtld OR LOWER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES 1ABLE No. 1 REINFORCING SCHF,DULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINIEI S TAPI FN.Cti.2._ 4 LNTEL CLEAR LENGTH SPAN 3, LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GRAVITY CAPACITY CAPACITY CAPACITY (IML (0)5U (I)"5L (IMU UPLIFT UPLIFT CAPACITY CAPACITY IML (1)5U (IML (2MU 2'-10' 11•6' PRECAST (2) 2 1) #5 CONTINUOUS (1) #5 CONTINUOUS 78C9 1809 • i '9 313. 8-X16" KNOCKOUT BLOCK lg 313. 8`X16" KNOCKOUT BLOCK 2-2' ail r • l2)-2 - 3831 3831 4815 ' I 000 PSI GROUT�, 000 PSI GROUT 2'.8- K1Ic0 +! .• !�D PLACIN FIELD)^xv - PLACED IN HELD) 7111 �t eo r' ttra° •" ; , • TOP BARS: ." . ' �� ) (2)2 ••t j•a SEE SCHEDULE ��•� EE SCHEDULE 2165 2165 ,1 1 •• • (1) #5 CONTINUOUSAm (1) #5 CONTINUOUS - PRECAST (2)-2 (2)2 fti -J •. _ r � 1011 2421 2421 7/32" STIRRUPS AT 4'-0' cc _xp :.j° (TIED OR WELDED) •• 7/32" STIRRUPS AT 4'-0" Cc PRECAST (2)9 (2)2 t vto T1 ,( �m (ED OR WELDED) _ 1651 It d11c0 ISBI BOTTOM BAR SEE SCHEDULE (PRECAST) BOTTOM BARSSEE SCHEDULE PRECAST (2).3 (11-2Bhp (2) R w (PRESTRESSED) 1423 1410 1609 r - nvi Rcun-i =Wtld C REINFORCING SCHEDULE & LOAD CAPACITIES 1ABLE No. 1 REINFORCING SCHF,DULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINIEI S TAPI FN.Cti.2._ 4 LNTEL CLEAR LENGTH SPAN LNTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GRAVITY CAPACITY CAPACITY CAPACITY (IML (0)5U (I)"5L (IMU UPLIFT UPLIFT CAPACITY CAPACITY IML (1)5U (IML (2MU 2'-10' 11•6' PRECAST (2) 2 (2).2 4245 78C9 1809 8519 10000 WORKING LOADS 2-2' PRECAST (2).2 l2)-2 1415 3831 3831 4815 4815 4'-0' 2'.8- PRECAST (2)2 (Z) 7 �I163 7111 1711 3386 9386 4'•10' 3'-0' PREC45T (2)2 (2)2 1343 2165 2165 2608 1608 4'•0' 3'-4' PRECAST (2)-2 (2)2 1232 2011 1011 2421 2421 5'-4' 4'-V PRECAST (2)9 (2)2 1006 1657 _ 1651 1810 ISBI 5'-10' 4.6' PRECAST (2).3 (11-2Bhp (2) R 1423 1423 1410 1609 6'•4' 5.0' PRECAST (7) 4 (2) -2 140 1283 1283 6592 1405 4'-8" F-2' PRECAST (2)-4 (2).2 110 02 1232 _1216 1145 _ - 1348 10'•8' 9.4' PRECAST (2)-4 (2)2 681 1184 1184 Ip81 12% 1-6' 101•2' PRECAST (2) 04 (2)2 51C ST 991_ 675 1082 (2)04 V-4' PRECAST (2) 04 (2) -2 551 959 959 184 1041 (2).2-2m 6'•8' I PRECAST (2)-4 (2)2 518 902 PRECAST 112 984 3119 1'-0' PRECAST (2) 04 (2) 02 488 851 _902 851 648 921 9'•4 V-0' PRECAST- _ (2)04 (2)2 416 126 126 1 499_ 2196 10'-b' 9'-2' PRECAST (2)-4 (2)2 354 618 618 380_ _190 613 II' -4' 10'-0' PRECAST (2).5 (2) 3 315 561 561 311 601 12'-0' 107-8' _PRECAST (2).3 _ (2).3 292 525 525 211 561 11.2 II'^2' PRECAST (2) 5 (2) 3 211 498 498 251 511 13'-4' 11'-0' PRECAST (2)5 (2).3 259 458 458 214 441 14'-0' IT -S' MC48T (V'5 (2) 3 239 430 430 190 395 14'•8' 15'-4' 13'4 14'-0' PRESTRESSED PRESTRESSED !2)-4 (2)-4 (2)2 (1)2 NR NR 418 319_ 418 319 230 210 446 101 I1'•4' 16'-0' PREVFEMED (2)-4 (2)2 NR. 288 288 163 311 19'-4' W-0' 20'-0' 18'•81 PR-cSTREMED PRESTRESSED (2)5 (2).5 (2) 3 (2) 3 NR NR. 224 201 224 201 131 121 254 237 21'-4' 20'•0' PRESTRESSED (2) 5 (2) 3 NR 111 111 101 208 22'-0' 20' B' PRESTRESSED (2) 5 (2) 9 NR164 (7)-4 164 IM 105 Z4'-0' ,11'•8' PRE5TRE55ED (2)5 (1)3 NR 132 131 1 64 163 r - nvi Rcun-i =Wtld JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES LADLE NQ ---Z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS TAPI FN.Cti.2._ 4 LNTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL STEEL BOTTOM - OP BAR BAR REINFORCING SCHEDULE & LOAD CAPACITIES GRAVITY CAPACITY W51. Oft UPLIFT CAPACITY (I)SL IIMU UPLIFT CAPACITY (IML l2M11 & LOAD CAPACITIES 76' PRECAST SAFE WORKING LOADS (PI.F) mm_ �m WORKING LOADS rmm�p 3'-6' 2'-2' 8" X 16" COMPOSITE LINTELS Z 1646 10000 LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 0000 4'•6' 3'4Y CAPACITY CAPACITY CAPACITY CAPACITY 10000 6541 10000 BOTTOM BAR I TOP BAR (0)5L (I) -5U (IML (I) -,U (1.15L OSU (TML (2)SU 377 10000 1838 10000 5 •4' 5.10' 6 -6' 4.6' 4-b' 5 ' FREGAST PRECAST PRECAST PRECAST 0900 - -76497 _6739 50`16 6152 6250 7 -F PRECAST (2).2 (2) -2 5931 10000 10000 10090 5816 2--l' cCAST (2) R x)32 426.1 10006 8139 10000 4'•10' 4312 PRECA$t (2)-2--72T--2- 10000 3211 9161 6592 10000 4'-8" 3'-4' PRECAST (2) 2 -7-2T2-- 2944 0414 6049 10000 5'•4' 4'-0' PRECAST (2)-3 %29 4823 6431 ,. 4421 7041 3420J' 3420 FRECA87 (2)3 (Z)23923 10000 5015 3600 5430 V-4 5'-0' PRECAST (2)04 (2)-24115 9'-1' 4115 2982, 4411 6'-6 5'-2' PRECAST (2) k (2).2-2m 3934 9934 (2).5 4151 1954 X954 PRECAST (2)04 (2)2 3119 3110 2653 3919 Ille &'-2' PRECAST -RECAST (2)-4 (2).2 2911 2911 2030 3060 1'-8' 6_-4' 828"•'110( (2)04 (2)_7 2196 2196 1932 2931 8'•0' 64' PRECAST (Z)-4 (2)-2 -(2)02 2581 2581 1154 2102 0'•4' 1'•0'PRECAST 636 581 (2)04 15.4' 13% 23%1600 !2) 04 2506 9'•4' B'•0' PIffCA9T (1)14 (7)2 1969 1969 1238- 2055 10'•6' 11.2 PRECAST (2)04 (2)2 1621 1621 941 1695 II'•4' 100' PRECAST (2)5 21'•4' 1455 1455 195 1504 12'•0' 101•81- PRECAST (2).5 (2)-3 1335 1335 691 1319 '•bA II'•Z' PRECAST (2) 5 -1123 1251 1251 634 1298 13'-4' 121•0' PRECAST (2)-5 (Z19 1144 1144 545 1129 W'•0'�. 11'•8' PRECAST (2)5 (2)3 11 1066 486 1012 14'•8' 13'•4' PRESTEFSSED (2) 04 (7) 2 ,�Ii01 1419 1419 - 451 902 '' 14'0' STRESSED !7104 ( )2 _ 1291 1291 411 823 (2)14- Ib' -0' PRESTRESSED (7)-4 (2)n 993 993 925 STRWED (21-4 18'-0' STRESSED (2) 5 (2) 3 185 185 260 513 F 2) _ PRESTRESSED_ (2)5 2)3 12 129 743 4120'-0' (2).1 !2) 9 STRESSED (715 !2) 9 ¢33 633 3 420 (2)5 20'•8' PRE22'-8' -- 1062 304 bol Z7 -0' 10 •B PRESTRESSED (1) 5 i2)9 PRE5TRE55ED 1 (2) 5 (2) 3 481 481 161 1 330 JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES LADLE NQ ---Z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS TAHI.F N,.q 4 LNTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL STEEL BOTTOM - OP BAR BAR GRAVITY CAPACITY (RML lIMU GRAVITY CAPACITY W51. Oft UPLIFT CAPACITY (I)SL IIMU UPLIFT CAPACITY (IML l2M11 & LOAD CAPACITIES 76' PRECAST 2l !2) 2 Z_ mm_ �m WORKING LOADS rmm�p 3'-6' 2'-2' PRECAST ._ (2)2 Z 1646 10000 10000. COW 4'-0' 7'-8' RECAST (2)2 2 5503 10000 10000 0000 4'•6' 3'4Y PRECAST' (2)2 2 2 4142 10000 6541 10000 4'-S' 3'•4' PRECAST !2)-2 !2 -7 377 10000 1838 10000 5 •4' 5.10' 6 -6' 4.6' 4-b' 5 ' FREGAST PRECAST PRECAST PRECAST (2) q (2) 3 (2) -4 (2) 04 !Z) 2 (2).2 (2).2 - _6739 50`16 6152 6250 0000 8199 6152 6250-� 5138 4661 _ 3861 3645 100470 9244, 1147 6595 ec60 F-4- PRECAST (7)_-4 11 5816 5816 3441 6124 10900 6'-YPRECA5T 4-0' 1-)! 4 (21 2 -4312 4312 2636 4509 10000 b1•4' PP_i-_ECAST 14099 PRECAST !2) 2 4099 2508 4282 8'•0' b'-0' CAST 04 _ (2) -2 3130 _ 3130) 2218 38B9 %29 1'-0' PRECAST _ 04 _�(j) 2 3420J' 3420 2018 3561 1051 10000 PRE CA6T _ r _._i1) s1 2134 2134 1610 2838 0'-b' 9'-1' PRECAST (21-4 (2) -2 2211 2211 _ 1233 2289 II' -4' 10'•0' PRECAST (2).5 !g) 3 1954 X954 11 2009 12'•0' 10'-8' PRECAST (2) 5 (2) 3 Ille 1119 910 1520 11-6' I•Z PRECAST (2)5 (2)3 1661i -(bbl (2) 2 828"•'110( 6416 13.4' 12'4' PRECAST )15 (2).3 501 1501 113 1414 3085 6163 PRECAST(2) PRESTRESSED 5 s 1 4 !2) 3 (2) 2 1399 1893_ 1399 1893 636 581 1323_ 131 15.4' 14.0' PRESTRE59rD !2) 04 (2) 2 1124 1124 536 1058 11 4' 16 STRE5SED (2) -4 (2) 2 030 1330 4.11 824 19 •4' 20'•0 18 0' is.8' PRESTRESSED PRE5TRESSED (11 5 (2) 5 7 (2) 3 1053 Ole 1053 819 34 312 659 615 21'•4' 20'•0' PRESTRE55ED TIF,' (2852 PRECAST (2) 5 852 213 5_40_ 22'-0' 4.-0 20'-8' 22'•8' PRESTRESSED PRESTREb$�D 1 (2)s 5 (7).3 197 659_- 191 659 251 1 715 1 501 425 JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES .LBLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS TAHI.F N,.q 4 LINTEL LENGTH CLEAR SPAN LINTEL TYFE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAPACITY (0ML (I)5U GRAVITY CAPACITY (IML (I)'5U REINFORCING SCHEDULE & LOAD CAPACITIES -6 Z -7' R�C�ST RECAST (Z (Z) 2 !2) 2 Z_ 0000 10000 SAFE WORKING LOADS (PLF) 4• ' 0 4 •b' Z -8'GAS 3 -TCAST PRE T (2)02(2).2 (2) 2 (2/ 2 1916 i6vi 8" X 24" COMPOSITE LINTELS 0000 1Cow ))2 (2)11 1131 1425 LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN (2) 2 (1) 2 2) 2 0) -210000 (2),7_ (2) 01 9011 381 16060 9638 1408 10000 0000 10000 10000 10000 9%1 CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (2104 (2) 2 BOTTOM BAR TOP BAR (0151. lIY5U 0,-51. (MU (11'51. WSU (I) -,L (2MU PRECAST • C ` 2 (2)..7 Room loom ec60 00 N." 2•; V PRECAST (2) 2 (2) -2 9361 10000 10900 10000 4-0' 2'4' PRECAST (2)2 (2)2 6139 1000,0 10000 woo 4'-6' ._ 3'-2' PRECAST !2) 2 (7) 2 5014- 10000 _ 10000 10000 4'•B' 3'•4' PRECAST (I) n (212 4653 10000 %29 10000 5.4' 4_0' PRECAST (2) 9 (2) 2 1658 Ip000 1051 10000 5.10" -.-4'-b (2) 5 PRECAST (2) 3 (2) 2 6231 10000 5136 10000 6'-4' 5 -0' PRECAST (2)14 (2) 2 9101 10000 4154 9450 6 -6'„ 5 4' PRECAST !21!4_ (212 8589 10900 4481 8913 6'•B' 5'-4' PRECAST (7) -4 (2) 2 8114 9481 4231 8420 PREVRESBED. V-2' PRECAST (2) 04 - (2) 2 6235 6416 3242 6411 l -8' 6'•4' PRECAST (2) 04 (2).2 5938 6014 3085 6163 B •0' 6'-8' GAST (2) 04 1496, 5361 5361 5593 B -4' 11.1. PRECAST (2) -4 1 (2).2 4831 4831 2551 1 5030 9'•4' B'•0' PRECAST (Z)04 (2)2 3126 3116 1981 9658 10'•6' 9'-1' 71__ (2) 4 3) 2 2931 931 1510 3015 ll' -4' 10'•8' PRECAST (2) 5 (2) 9 1553 2553 219 2604 17 -0' 10 •B PRECAST (2) 5 Z 3 2305 2305 -1123 2291 3412 3412 PRECAST (2) 5 (2).3 2141 2141 1022 20ee 2998, 7998 PRECAST (2) 5 (2) i 1076 926 881 11 14 0 1.8 PRECAST (Z) 5 11)9 _ - I118 1118 181 1635 14 B 13_,4 RESTRE55ED (2)-4 ) 2345 345 653 1183 15 4 I4'-0' PRESTRESSED (2)14- (z) 2 2136 2136 596 1115 11 4 16 -0 STRWED (21-4 6j9 1650 1650 464 SIB 19 y4' 18.0 PRESTRE&5ED (2) 5 2) _ 10 610 (2)'S 135 20.0' 18 1-81 PRESTRESSED (2).1 !2) 9 U19 12M 347686 7) _71'•4' 20.0_- PRESTRESSED (2)5 (2)9 1062 -- 1062 304 bol Z7 -0' 10 •B PRESTRESSED (1) 5 i2)9 -^ $04 994 85 65 74.0' 22.8' PRESiFtE88ED (1) 5 !7) 3 824 24 1 239 JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES .LBLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) • LINTEL LENGTH CLEAR SPAN LINTEL TYFE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAPACITY (0ML (I)5U GRAVITY CAPACITY (IML (I)'5U UPLIFT CAPACITY (IML (I)"OU UPLIFT CAPACITY (IML (2)15U 3 •6' -6 Z -7' R�C�ST RECAST (Z (Z) 2 !2) 2 Z_ 0000 10000 0000 10000 - 00 10000 10000 4• ' 0 4 •b' Z -8'GAS 3 -TCAST PRE T (2)02(2).2 (2) 2 (2/ 2 1916 i6vi loom 10000 1000 0000 1Cow ))2 (2)11 1131 1425 PRECAST (2) 2 (2) 2 5509 _16060 10000 10000 10000 5.4' 5 -0' b'-4' b'-8' 1-6' 2" 4.6' 5'•0' -2' S_44r_. 61-21 ERECAST PRECAST -FjiECAST PRECAST PRECAST PRECAST (2) 3 (2) 13 (2) 04 (2) "4 (1)04 (2) 04 (2) 2 (1) 2 2) 2 0) -210000 (2),7_ (2) 01 9011 381 16060 9638 1408 10000 0000 10000 10000 10000 9%1 8365 6006 641 5318 5021 3840 10000 10000 10000 100+90 IV= 1693 l' -B'- 6'y4' PRECAST (2104 (2) 2 1054 9168 36621126 930 8'-0' 101.8' PRECAST (2) -4 (2) -2 6419 1891 318 ­ 6661 966 852 10'•6 PRECAST (2)-4 (212 5%4 1111 6933 3031 6091 9'•4' 8'_O' PRECAST C2) -4 (2) 2 4UL 5066 2355 4145 10.6' 9.2' PR'ECABT (Z) 04 (Z) 7 3526 3044 _._ 1601 3663 PRECAST 10.0' ECAST PRECAST !2) 5 (2)S (2) 03 3290 _ 1938 _ 3290_ 1930 1511-•-- 1336 098 2133 1T-6' II' -2' PRECAST (1) 5 (7) 3 2118 2118 1211 2499 13'-4' 121.9' PRECAST (2) 5 (2).3 2416 2416 1049 2168 14'•0' @'-8' PRECAST (215 (2) 9 2216 1216 931 1941 (2l -4 13'•4' PRESTRESSED (2)04 ( 2811 2811 126_ 1431 15'-4' 14'-0' PRESTRE55ED (2)-4 (2) 2616 2616 663 1312 6' 16-4- PREVRESBED. (2)-4 12)2 7013 1073 516 1017 I9 •4' IB 0' PREBTRPS6ED (2) 5 (2) 3 1601 1601 413 818 20'•0' R IB B'� PRE5TF2ESBED (Z) 5 2)�3 1496 1496, 85 163 11.4' 20.0' PREBTRFS6ED (1) 5 (2) 3 1305 1305 36 669 (2) •4 20.8' I 22'-S' 1 PRESTRESSED PRESTRESSED (2) 5 (2) 5 (1)'3 (2) 3 1222 --li 1222 li 311 266 629 521 JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS SAFE WORKING LOADS (PLF) C T LINTEL LENGTH CLEAR $PAN LNTEL TYPE LNTEL STEEL PLAN GRAVITY BOTTOM BAR TOP BAR GRAVITY CAPACITY CAPACITY (RML (I)w5U GRAVITY CAPACITY (IML (I)15U UPLIFT CAPACITY (I)SIL (1750 UPLIFT CAPACITY (IML (2751 (I)ISL (IMT (2M11 •6 (8115 r i ri SAFE WORKING LOADS (PLF) 41�- 2'-1' PRECAST -2' PRECAST !2) 2 _ 1513 IB65 1865 2400 2480 4'•0' 2'4' PRECAST ))2 (2)11 1131 1425 1425 1063 1863 414' 3'•2' PRECAST ) (2) 8l9 1151 1151 11 1489 4'-8' 3'•4' PREC48T (2) 2 (2).2 806 1081 1081 13% 13% 5'-4' 4'•0' PRECAST (2) (2) 12 659 $30 930 1114 1114 10'•4' 4'•10' 5'-p' PRECAST PRECAST (2) 3 (2) 04 (2) 2 511 809 (2).2 494 141 SD9 141 938 115 966 852 10'•6 5'-2' PRECAST -{7_)-4 416 119 119 _ 130. 820 6'•8' 5'•4' PRECAST (2)!4 (1 458 693 693 688 190 l -b' 6'-2' PRECAST 4 (2) 2 381_- 586 586 525- 661 1 -8' 6'-4' PRECAST (2)-4 (2) 2 315 568 568 499 641 5.4' 6'•8' PRECAST 7) 04 (2) 2 353 536 536 457 b09 8'4 1'-0' PRECAST) 4 2 2 334 501 501 411 516 9'•4' B' -C' PRECAST 12 sd (2) 7 286 435 435 316 494 101•6' 9'•2' PRECAST 14 (2)2 245 311 312239 (2l -4 423 II'•4' 10'•0' PRECAST ) 5" (2) 3 218 345 345 199 338 1T-0' 10'•8' PRECAST (2) 5 !D 3 207 282 287 Ila 215 6' 11'-2' PR'FCAST (2) 5 (1) 3 100 243 243 151 238 13'•4' 12'-01 PRECAST(7) 5 _ )„- 151 192 4240 102 130 188 14'•0' 7'•0' PRECAST (7)5 223 126 160 3853 Ibi 109 151 JPL.QLE No. 9 C REINFORCING SCHEDULE & LOAD CAPACITIES TABLE Np,--B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) C T 8" X 6" RECESS DOOR HEADER CLEAR $PAN LINTEL CLEAR LNTEL TYPE LNTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN - GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY 1(l)5L BOTTOM BAR TOP BAR CAPACITY (IML (0)51 rIML (IMU (I)ISL (IMT (2M11 3a' 3p' 3a' R C 3 TABLE Np,--B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS TABLE No. 6 C T LINTEL LENGTH CLEAR $PAN LINTEL TYPE LNTEL STEEL - GRAVITY GRAVITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (RML (1751 (IML (P% UPLIFT CAPACITY (IML (I)SLI REINFORCING SCHEDULE & LOAD CAPACITIES 2'•10' b PRE - (8115 998 SAFE WORKING LOADS (PLF) 2'-8')12 2'-1' PRECAST (1)2 5014 -_ _. 10060 __ _ 10000 8" X 32" COMPOSITE LINTELS 2 -8' CAST .2. (2) 2 (2) 2 3651 LINTEL CLEAR LNTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 4'-8' 3'•4' PRECAST CAPACITY CAPACITY CAPACITY CAPACITY 2895 4'•0' PRECAST BOTTOM BAR TOP BAR lOML II MU (IML (IMU (IML (IMU (TML (2)SU Z Im- 6 3564 3038 2801 3065 2539 2393 ). 6 •8' 0@" 0005 '© 0 3y6' 2'-7' PRECAST (2)2 6'-2- 10000 10000 10000 10000 2309 PRECAST _(2).2- (7) 2 9113 10000 10000 10000 4'-b' 3.2' PRECAST (2).2 (Z) 2 6940 10000 10000 10000 4 8'-� 3-4' PRECAST -(2-) 12 (2)2 6364 10000 100490 _ 10000 5.4' 4'-0' 1 PRECAST (2) 3 (2).2 10000 10000 9619 10000 5 X10' 4'-6' PRECAST (2)03 (7) 2 0543 1081 1816 10000 6'•4' S'•0' PRECABi (2)-4 (2).2 10000 _10000 10000 6579 10000 6'-10' 5'•2' PFgCAST (2l -4 ) 02 16600 10000 6155 16000 6'•8' 5'•4' PRECAST (2)4 (2).2 10000 10000 5811 10000 1.6' 6.2' CAST (2)-4 8581 10000 4455 8916 l'•8' 6 -4'_ PRECAST (2)-4 O!2 8171 _ 10000 4240 5491 S'-4' 101.8' CAST (2) "4 (2) 02 1436 104700 3853 7127 B -4' l'-0' PRECAST (2) �4 (2) 2 6194•- 10000 3516 10(0_ CAST (2) •4 (2) -1 5293 6983 1121 5501 -2 CA51 (1! •4 _ (2).2 4086 5043 7094 4248 li -4' 10'•0' _PRECAST (2).5 (2) 3 4221 4271 1163 3593 11.0' 101•8' CAST (2) 5 (715 3119 3119 $49 3110 12 -6' II' -2' PRECAST (115 3412 3412 1411 2099 13'-4' 12'•0' CA6T _ (2).5 (2)_5 2998, 7998 1218 2516 PRECAST (2) 5 (2)9 2731 2731 _ 1088 7260 14'-B' 13'•4' STRESSED (2)-4 2z2 3131 _ 3131 149 16'-4'PRE51RESSED (2)-4 (71.2 2945 2945 683 _1484~- 1355 11'•4' ETRE 55E5 (2)-4 �(2) 00 2980 537 1055 19.4' la.•0' PRESTRESSED (215_ / 181- 1813 476 844 2040' W."ERESTRE55ED (2)'S e2) 13 IbBB 1688 397im 71 4' 10 0'PRESTRES°�. ED (2)15 7) 1413 4 3. 348 691 22.0' 20.8' PRESTRESSED (2) 5 (2).3 @p_! 1380 321 649 14.0' 22'- PRESTRESSED (215 !7) 3 1147 14 274 544 3p' 3a' R C 3 TABLE Np,--B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS E C T LINTEL LENGTH CLEAR $PAN LINTEL TYPE LNTEL STEEL - GRAVITY GRAVITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (RML (1751 (IML (P% UPLIFT CAPACITY (IML (I)SLI UPLIFT CAPACITY (IML (2)5U 2'•10' b PRE - (8115 998 _ - 1 Im006� 2'-8')12 2'-1' PRECAST (1)2 5014 -_ _. 10060 __ _ 10000 10000 PRECAST 2 -8' CAST .2. (2) 2 (2) 2 3651 10000 1440 10060 4'-6' 3'-2' PRECAST (2)'2 (2) 2 2147 1021 _ 5612 8220 4'-8' 3'•4' PRECAST (2J 2 (7) R 2519 6231 5150 l2ib 2895 4'•0' PRECAST (2) 5 (2)12 4111 4417 3169 4830 5'-10' 6'-4' 101.6' 4'-1' S •0' S'-2' PRECAST PRECAST PRECAST (2).3 (2).2 3344 (2) -4 (2) 2 3038 (2)•4( 2881 3564 3038 2801 3065 2539 2393 3865 3219 3048 6 •8' 5'•4' PRECAST _ (2)+4 (2) 2 2138 2138 2259 2895 6'-2- _PRECAST (2) 4 2193 2193 1129 2309 PRECAST -U).2 (2) "d 2108 2108 _ 1645 22M 6'-0' 10'4' PRECAST (2) 04 1957 1951 1494 2050 1'•0'PRECAST (2)-4 1825 1825 1363 1918 9'-7' PRECAST PRECA5T (1)-4 (212 1517 (7)4 (1)2 1265 ISll 1165 1054 8411 1591 1324 II' -4' 10'•0' RECAST !7)5 1138 1138 678 IIBI 11-0' 10'•8' CAST (2)5 2J3 1041 1041 594 1081 PRECAST (2)S 988 988 541 (015 13'•4' 12'-0' PRECAST (2) 5 (2) 9 901 902 465 935 14'•0' 12'•8' PRECAST (7) 5 (1) 3 842 842 414 858 3p' 3a' R C 3 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER E C T LINTEL LENGTH CLEAR $PAN LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (RML (I)SU (I)SIL (IMU UPLIFT CAPACITY (I)',L (IPU UPLIFT CAPACITY (IML (2)SU 3-B'•4 PRE T )- (Z �! 4 Z 0000 998 0000 4'•0' 2'-8')12 dvc0 (2)� 3661 0000 1440 10000 4'•1' 210' PRECAST R)2 (2)l111T 2 3306 9256 6143 10000 4'•4' 4 •8'� 3'•0' -4'PRECA5T PRECAST (2)2 (2)2 3008_ 8053 (2) 2 (2)2 2519 6731 6139 5150 9566 1716 PRECAST (2).3 ) _ 3514 3810 3711 1042 b •8' 9.4' PRECAST (Z)-4 (2) 2138_ 21M 2259 2895 l •8' b •4' PRECAST 1114 (1 2100 2108 1645 7210 8' 8' 1 4'-• PRECAST (2)04 (712 1809 I no 1241 1195 8'-4' PRECAST (2)-4 !1)2 516 1 µ36 914 505 3p' 3a' R C 3 I T E C T 6'�3 I Jn 6• a E ~• :•A U • R ! dvc0 n� ea t14 e16• 4 X ea• • • tlFl r sf11t4 w N w 3p' 3a' R C H I T E C T Jn �/ a E Desmgn roupinc. 41 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11 E r� V Jn �/ a E r n� ea t14 �ommom0mmmr 11 E r� V Jn �/ a E r n� ea t14 SUBDIV. I& LOT: KENSINGTON RESERVE (LOT #68) THIO DEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: LINTEL PLAN (LOTT"S) s ARCHITECT - STATE OF FLORIDA OCT 2, 2! :3 (2) STRANDS 7/16'-- 7 WIRE STRESS RELIEVED MIN. MIN MIN. MIN 270ksl PRESTRESSED �� >=1 -oft » CABLE , S b r •1Er.: 1 /4 8/32-S-(1)#5#5 /(1)#S#5 BZ28-5-(1) #5 /(1) #5 S SET 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED $120-S-(1) #5A1) #5 $f24 -S-(1) #5f(1) #5 5 C OF 9 $f16-S-(j-)�5,f(1) #5 8f14 -S-(1) #5/(1) #5 I c T S .ajM,I Desn Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: LINTEL PLAN (CAST -CRETE), ARCHITECT - STATE OF FLORIDA OCT D 'ISE: 10/5/18 S �:1/4"=1'-0" SkEET 5 jj OF 9 ` 7, V ,vw,■ E O � n 9t � l r A N SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: LINTEL PLAN (CAST -CRETE), ARCHITECT - STATE OF FLORIDA OCT D 'ISE: 10/5/18 S �:1/4"=1'-0" SkEET 5 jj OF 9 6080 SGD (2) 25-51-1 N GREAT ROOM V-4' CLG. L -3A N 00 PANTRY .��♦ LID I PDR 02 MUD III KITCHEN ROOM V-4' CLG. r-------' F- I IL _ I I _�=---1----- - -_--- 01---- ----- O ----- FOYER V-4' CLG. At 2 CAR GARAGE V-4' CLG. r}- �_.__------- ----r- 16'-0' X 1'-0' OHGD L-1 LIN11,r"EL PLAN. SCALE: 114 = I'-0' L-2 - ENTRY V-4' CLG. Lf'�QUALITY PRECAST COMPANY - 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Florldo 33509-0011 LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS TYPE: V-4' BRCS. HT. COMMENTS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5U DETAIL'U' GRAVITY CAPACITY (1)#5L (1)#5U DETAIL 'V UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L(1)#5U DETAIL'U' &'V' UPLIFT CAPACITY (1)#5L (2)#5U DETAIL'W' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 1.0000 10000 10000 10000 10000 10000 10000 3'-6" 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 4'-0" - 2'-8" - PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 i-0666- 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3-4" PRECAST (2) -4 WIRE 2 No.3 9576 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE -j2) No. 3 7009 10000 10000 10000 5'-10" 4:6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2) No. 4 5748 10000 6723 10000 7-8" 6'4' _ PRECAST (2) D4.5 WIRE 2 No.4 5473 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2) No. 4 4978 8706 5824 10000 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 21 NO. 5 8'-0"m PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No. 3� 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 _ (21 No. 5 2919 3369 2174 3572 13'-4" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' PRECAST (2) No. 3 2 No.5 2535 2961 1884_ 3137 14=0~ _12'-0" 12'8"- PRECAST (2) No.3 2) No.S 2278_ 2698 1691 2856 14'-8" 134" 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 + 2 No.4 3031 3031 1666 2702 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED _ (2) No. 3 (2) 7/16 strand + 2 No.5 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 5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No.5 1250 1250 658 1300 Lf'�QUALITY PRECAST COMPANY - 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Florldo 33509-0011 LINTEL NO. LENGTH TYPE: V-4' BRCS. HT. COMMENTS L-1 ll' -4' 8/36-8-(UU/(IR- PRESTRESSED L-2 4'-ro' 8/14-6-(UU/(0X- RECESSED L -2A V-4' 8/16-5-MU/(UL - PRECAST L-3 4'-8' SNO-5-(1JU/(0X 10000 L -3A 4'-(o' 8/16-6-0)JIML (2) No. 3 1919 2143 2143 L -3B 4'-6' 8/16-6-MML 10000 L-4 I'-6' 8/16-5-(1JVIL 4'-6" 3'-2" PRECAST (2) D4.5 WIRE L-5 i'-8' 8/16-5-MU/(lx 9863 -10000 EXTERIOR MASONRY WALL 5%. HEIGHTS IIIIIIIIIIIII V-4' BRCS. LOAD BRCS. WALL NON -5%. WALL 24'-0" 22'-8 PRESTRESSED (2) No.3 /1 s ran 642 642 306 599 2 No, 5 LATERAL SAFE LOADS (PLF) RAVITY & S A L 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS CLEAR DOOR SPAN SIZE LINTEL TYPE LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LENGTH SPAN WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#51)(1)#51- DETAIL'H' GRAVITY CAPACITY (1)#5 DEfAIL'Y UPLIFT UPLIFT CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'K' DETAIL W8, J' LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL GRAVITY SAFE LOAD STEEL SOLID SOLID BOTTOM PLAIN #5(1)U(0)L#5(1)U(1)L BAR DETAIL'DA' DETAIL'DB' DETAIL'DC' 2'-1 V-6' PRECA_T �(2tD4.5 WIRE 2 No. 3 l 0 ---100-06--10000 1.000 - PRECAST ---- (2) D4.5 WIRE 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 4'-0" 2'_8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 (2) No. 3 1386 1410 4'-0" 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 -10000 4'-2" 2'-10" 2'4- 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 _10000_ 9053 10000 6635 7320 2'•6" -54" 4'-0" PRECAST (2) D4.5 WIRE (2LN9._3 48436687 4'-4" 3'-0" 2'-8" 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 521_1 540_2 5641 2'-8" PRECAST (2) D4.5 WIRE 6-6" 5'-2" PRECAST (2) D4.5 WIRE ,f2) No. 4 4350 4350 4225 4314 (2) D4.5 WIRE (2) No. 3 929 929 7-6" 6'-2" PRECAST (2) D4.5 WIRE �2No. 4 320_6 3206 3063 3183 1131 1131 5'-8" 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 4'-4" 4'-0" 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 i 2831 2651 2811 PRECAST (2) D4.5 WIRE 8'4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 1881 2139 (2) No. 4 662 816 816 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 _ -2153 - (2) D4.5 WIRE 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 6'-0" 1448 1766 (2) No. 4 542 669 669 462 537 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 _1568 1439 _17_77 1568 1439 �- 1222 1568 1075 1439 , 8'-4" 12'-0" 10'-8" PRECAST (2) No• 3 �(2) No. 5 261 393 12'-6" 11'-2" PRECAST (2) No. 3 21 NO. 5 1354 1354 981 1354 4'-0" 2'-8" -- 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 10000 U� BOTTOM BARS 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 -11"40- 2'-6" PRECAST (2) D4.5 WIRE 14'-9' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 4 1419 1419 850 1347 4'-4" 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + _(2 No.4 1291 1291 775 1270 7835 8173 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 993 993 600 1084 PRECAST (2) D4.5 WIRE (2) No. 3 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1035 1035 478 936 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 961 961 446 872 1819 4139 3839 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 834 834 390 763 2 O No. 4 2976 2976 22'-0" 20'-8" PRESTRESSED (2) No•3 (2) 7/16 strand + 2) No. 5 5f d+ 720 720 366 716 24'-0" 22'-8 PRESTRESSED (2) No.3 /1 s ran 642 642 306 599 2 No, 5 LATERAL SAFE LOADS (PLF) RAVITY & S A L 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER C T TOTAL LENGTH CLEAR DOOR SPAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL LATERAL SAFE LOAD STEEL BOTTOM PLAIN SOLID BAR DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL GRAVITY SAFE LOAD STEEL SOLID SOLID BOTTOM PLAIN #5(1)U(0)L#5(1)U(1)L BAR DETAIL'DA' DETAIL'DB' DETAIL'DC' UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID SOLID #5 (1) U (0) L #5 1 U 1 L #5(2)U(1)L 3'-8" 24' 2'-0" - PRECAST ---- (2) D4.5 WIRE (2) No, 3 1640 1790 DETAIL'DB' &'DC' DETAIL'DD' 3'4" 2'-4" 2'•0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'4- PRECAST (2) D4.5 WIRE -- (2) No. 3 1259 1259 4'-2" 2'-10" 2'•6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 4'-4" 3'-(Y' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" X-9' 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 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 7-8" 6'4' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 294 510 9'-8" 1 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 489 261 393 (2) No. 3 5713 10000 10000 10000 C T GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 0 6 PRE AS TOTAL LENGTH CLEAR DOOR SPAN SIZE LINTEL TYPE LINTEL 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 #5 SOLID LI (0) L #5 1)U 1 L SOLID #5(2)U(1)L DETAIL'DU' DETAIL'DV DETAIL'DU' &'DV DETAIL'DW' 3'4" 74" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 10000 10000 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 10000 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 r -.,A R C H I T E C TS vffy Den Grousig frnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 6 PRE AS (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 51-8" 4'-4" 4'-U' PRECAST (2) D4.5 WIRE (2) No, 3 4336 10000 6110 10000 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 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' Z' TOTAL LENGTH CLEAR .SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)L #5(1)U(1)L SOLID #511)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L (1) #5 CONTINUOUS REG -D. �( PER STRUCTURAL PLAN DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' WELAT 4'-0" cc �� " ;� m � (TIED OR STIRRUPS 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" -- 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 U� BOTTOM BARS . SEE SCHEDULE 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2j No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 7R, " NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 5-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6' 8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE 2 O No. 4 2976 2976 2676 2737 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR RLINF. STEEL - ASTM A615 TYPICALLINTEL SECTION 7'4" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 PRECASTCONCRETE 91-8" B'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 2'2' 7 (1) #5 CONTINUOUS REQ'D. � PER STRUCTURAL PLAN � D OR WELDED) STIRRUPS 4'-0" Cc ~ (TIE Uj�pp m(TIED BOTTOM BARS SEE SCHEDULE (h N LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR PLAIN -^ SOLID -SOLID SOLID #5 (2) U (1) #5 (1) U (0) L #51) U(0) LL DFTAIL'DE' DETAIL'DF' DETAIL &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-U' PRECAST (2) D4.5 WIRE _ (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970- - 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 7 "H. 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 NOTES: 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS D O. O R HEADER SECTION 6'-a" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 PRECASTCONCRETE 7'-8" 6'•4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 r -.,A R C H I T E C TS vffy Den Grousig frnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT - STATE OF FLORIDA OCT DAME: �O /5 /18 SCALE: 1/4"=1'-0" SHEET 5EOIF 9 �DDDODDODOJ SUBDIV. & LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT - STATE OF FLORIDA OCT DAME: �O /5 /18 SCALE: 1/4"=1'-0" SHEET 5EOIF 9 I HEADER SPAN CHART (HEADER SIZES PEf2 CHART, UN.O.) SINGLE STORY APPLICATION CONTROL DATE: 01-01-I5C,O\N1CTOR SCHEDULE C-JD E 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 -I5 1400 DBL 2 x 8 (7) led x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO 166 OPTION) DBL 2 x 10 1985!10) (2) META -16 19mo (2) HTA 16-18 28CO AT EACH END OF HEADER 1001 x I I/2' I -PLY, (U5P, CIO) 1001 x 1 I!2') � _ - (14) Ibd 2 -PLY )USP: NO lbd OPTION) - 3 HETA-16 1810 HTA 16 1615 (9) 10d x 11/2' I -PLY, (8) l6d 2 -PLY USP: (10) 106 x 1 1/2', NO 16d OPTION II HETA-20 Isle HTA 20 1615 (9) led x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) led x 1 1/2', NO Ibd OPTION >_ 0_1(2) Z 2035 HE7A-20 2800 — - _ (2) HTA-20 3110 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 II II ,(10) 10d x 1 1/2' 1 -PLY USP: (le) 10d x 1 1/2' - (12)1601 2 -PLY (USP: NO Ibd OPTION) O LGT-2 2150 LUGT-2 M15 II 11 II II t l (7) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d in DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (I8) - 10d x 1 1/2, 1 PLY MGT . 3965 MUGT �HUGT-2 4000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1001 TO WOOD (USP: C28) 106 TO WOOD) HGT-2 + 10980 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), !16) led TO WOOD (USP: WOOD (8) 1001) HGT-3 + 10530 HU6,T-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (U5P: WOOD (8) led) LGT3-SDS2.5 3285 LUST -3 5330 (12) 505 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4)3/8' X 5' WEDGE BOLT, WOOD (12) WS25) 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO .WALL LPTA 1555 (10) led x 1-1/2' (USP: (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) -SDS 1/4'X3' TO WOOD. (2) VGT 11eb NO USP CONVERSION FOR SIMPSON (2) VGT) (2)5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' 12 PLY M75-12 1000 MTW 12 1595 (14) led x 1 1/2' - (USP: (14) 100 x 1 1/2', (14) 10d) HTS -16 1150 HTW 16 1660 (I6) loci x 1 1/2'� (USP: (16) led x 1 1/2', (I6) 10d) �'llll"I'I HTS -20 1450 HTW 20 2045 (24) 106 x 11/2' (USP: (24) 10d x 1 1/2', (20) led) - _ — FL10 _ ----- HTS -24 1450 HTW 24 2045 (24) led x 1 1/2' (USP, (24) 1001 x 1 1/2', (20) 10d) LSTA-12 ++ 925 LSTA 12 970 (10) led �- USP: (10) led - LSTA-18 .• 1235 LSTA 18 1360 (14) led USP: (14) 10d - _ MSTA-18 +. 1315 MSTA-I5 �MSTA-24 1315 (14) 10d USP: (14) IOd - MSTA-24 •• 1640 N 1750 (IB) led USP: (18) 1001 CL M5TA-30 +• 2050 MSTA-30 2140 (22) led USP: (22) 106 < MSTA-36 •. 2050 M5TA-36 2525 _ (26)1001 ^ ^ U5P: (26)10d F- M8TI-36 3800 KSTI 236 3090 (36) 10d x 11/2' USP: (36) led x 1 1/2' N MSTI-48 5065 KTSI 246 4250 (48) led x 1 1/2' USP: (48) 106 x 1 1/2' L05 H6 95o LFTA 6 1595 (8) 8d TO PLATES, (8) 6d TO STUDS (USP: (I6) 8d x 1 1/2', (16) 6d) SP4 885 SPT 4 945 (b) led x 1 1/2' TO STUDS USP: (6) led x 1 1/2' TO STUDS A34 355 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 I/2' TO BEAM, (4) 8d x 1 IR' TO POST. HCP2 645 NHCP 2 1070 (12) led x 1 1/2' USP: (10) led x 1 1/1' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIDA 1340 RT ISA 2180 (18) led x 1 U2' USP: (9) 106 x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT 4 HDU4 4565 PHD 4A _�- 4535 (I6) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA5HER/2 PLY �- USP: 5/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS - VGT 4 HD15 4940 TDX 10 5110 (I6) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/IWASHEROPLY U5P: 7/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8'THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 lU 5/8" 4,T.R IN HIGH STRENGTH EPDXY, (MIN, 1" EMBED.) IN GONG., (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON V) LTTI9 .+. 1340 - LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)IOd TO WOOD USP: SAME AS SIMPSON O _ LTT20B ... 1500 LTS 205 1105 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENG_T_H EPDXY, (10) 1001, (le) 1001 x 1 1/2', 2-1/2' 0 Z HTT4 4455 WTT45 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM6ED) IN CONC., (18) $D+Ie X 1 1/2' (USP: (70)16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-1/2', (20) 166 x 2 I/2' Q HTT5 5090 NTT45 - 6430 ( 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) N CONC, (26) 166 X 2 1/2' (U5P: (20) 1601 X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) led, (26) 106 x 1-1/2', (20) Ibd x 2 1/2' HHDO11-808 2.5. 11,810 UPHD 11� y .12090 (U 1' A.T.R. IN HIGF! STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC, (24) SD8 Y4' x A' WOOD 6CRFWS (USP: (24) W63 WOOD SCREWS) HD15 6645 TDX 10 5110 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) (n MBHA 3.56/1125 3475 5330 NFM35X12U 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA). TOP, (1).3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN Cr.U. FACE, (18)IOd TO BEAM USP: (1) 1/2 J -BOLT W/ MINIMUM 6: EMBED. A 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. 514).1@0 AT.).OJ4T W 2660 (FLR) HU6G412 (WOOD) 3635 3265 (ROOF) HUS412IF 2530 (FLR) 3060 3225 (ROOF) (10) Ibd TO HEADER (IO) Ibd TO WOOD USP: SAME AS SIMPSON QWUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (10) 106 TO WOOD. = (CMU) 1810 8 HUC210-2 C U 50PID HD210-21F 1905 3175 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (le) 1001 TO WOOD: !USP: (IB) I/4' x 3' W83 SCREWS, (10) 1001 TO WOOD - HUC210-3 (CMU) Isle 4000 HD210-31F 1905 3115. (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18)114' x 3'W53 SCREWS, (10) 106 TO WOOD LGUM26-2-606 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4* X 2 1/2' 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 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. .+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - •.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' Ld 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 RE51-ON51BLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE. EVALUATED ON AN INDIVIDUAL 5A815 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. FLO3 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. I HEADER SPAN CHART (HEADER SIZES PEf2 CHART, UN.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 W-0' TO (o'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (02 SYP) 1/16' OSB (TYP.) NAIL (3) 12d 0 6'-8' O.G. TYP. 2x12 BM./HDR. Com? ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4' -II 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENCaTH STUDS e 2 AT EACH END OF HEADER 1 II II II II 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR, STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT: STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND, FLR, LINE EXTERIOR MASONRY WALL BRC. HEIGHTS 1111111111111 9'-4' BRCS. LOAD BRCS. WALL NON -BRC. WALL PRE -ENGINEERED FLOOR TRUSS EXTEND SHEATHING TO BLOCK PROVIDE FLASHING 2xr LEDGER SECURED W/ 114'x4'LAG BOLT W/ 2" DIA, WASHER a 24' O.C. MAX (2x6 BLOCKING AS REQ'D) LSU -26 8'-8' AFF. 2X6 SUBFASCIA 2x6 LEDGER w/ J'x8' THREADED ROD 32' O.C. MAX. SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED, OVERHANG DETAIL SCALE: 1/2' _ 1'-,a" FIRST FLOOR FRAMING PLAN SCALE: 1/4 c 1'-0' 1 rA R C H IT E C ITS Design GrouKfnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #:0003325 6111 011 1— — I r — mow.[—i ___TI I —— —XI �I I �I I �11 �11 �I I �I I 11 IN W II�-II�II�II�II�II� 011 011 dll lI I I I �- u_ II II II II II II II e I II II I II II II II II II II II II II II II II II II II II II I :L II II II II II II II II II II II II II II II II II II II I) II 1 - II it II II II II II II II II II II I I 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 II II II II _ �- L II II 1 I I11 I II 11 II II t l II II II II II II II II II II II II TRUSS TO 4X6 1 1 II I I II II IIP°POST II II TO SLAB II II I I I I I I I I I I I I II I I I I HTT-4 11 I I l l 1 LBW I I 1I--J-L IL—1..- FG02 c = = c = c FL05 �'llll"I'I _ — —— =4_0 _ — FL10 _ ----- �ODOOODQDOJ — — — — — FL05 111 CO _ _ _ _ _ _ _ N FL10 N N X N __ gill _ _ _ _ _ _ N FL10 L05 ��� ■ — L04 — — — — — — — --- — - _ _ _ _ _ =u7 DBL. STUD —� — FLO3 _ -------------- & qj FLO3 0) ■ � FLn L(1 1 1 FLO3 - ■ FL01 2X(o LEDGER TOI FL12CxE D6 FL01 _ _ _ _ TRUSS W/ 3/8'X4' I^-- --------- - - _ _ _ _ _ LAG SCREWS a 16" - - �_ E01 O.G. MAX FL01 CJIA (2) META -16 FL01 (2) META -16 7 f --04 ------------------------------------------------ J i m m 4 1c,,y 3 CJ1A t t CJIA 4 8 (V cv n n n n N N C14 cCv SCALE: 1/2' _ 1'-,a" FIRST FLOOR FRAMING PLAN SCALE: 1/4 c 1'-0' 1 rA R C H IT E C ITS Design GrouKfnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #:0003325 SUBDIV. & LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: FIRST FLOOR FRAMING PLAN ELEV. "M" leses� ARCHITECT. STATE OF FLORIDA OCT Poi/ e � ARNP 12079 DAT : 10/5/18 SCALE: 1/4'>=1'-0" SHEET O P' 9 • 1 �'llll"I'I �ODOOODQDOJ SUBDIV. & LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: FIRST FLOOR FRAMING PLAN ELEV. "M" leses� ARCHITECT. STATE OF FLORIDA OCT Poi/ e � ARNP 12079 DAT : 10/5/18 SCALE: 1/4'>=1'-0" SHEET O P' 9 • SUBDIV. & LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: FIRST FLOOR FRAMING PLAN ELEV. "M" leses� ARCHITECT. STATE OF FLORIDA OCT Poi/ e � ARNP 12079 DAT : 10/5/18 SCALE: 1/4'>=1'-0" SHEET O P' 9 I HEADER SPAN CHART (NEAPER SIZES PER CHART, U.N.OJ SINGLE STORY ,APPLICATION SIZE CLEAR SPAN CONNECTOR S C I - D J CONTROL DATE: 01-01-15 UP TO 5'-4' SIMPSON 5'-4' TO 1'-0' DBL 2 x 10 USP DEL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 6'-4' TO 8'-0' META -16 1450 AT EACH END OF HEADER HTA I6-18 1400 3 (1) loci x 1 IR' I -PLY, (6) 166 2 -PLY, (USP: (10) led X 1 IR' - NO 16d OPTION) II II II II (2) META -16 1585 1900 (2) NTA 16-18 2800 (10) loci x 1 IR' I -PLY, (USP: (le) 10d x 1 IR') (14) Ibd 2 -PLY (USP: NO l6d OPTION) = n u I HETA-Ib 1810 n HTA 16 1615 - (9) led x 1 1R' I -PLT, (8) 16d 2-1-1-Y USP: (10) led x 1 IR', NO Ibd OPTION TRUSS 401 HETA-20Isle II I I II II HTA 20 16 IS (9) led x 1 IR' I -PLY, (8) 16d 2 -PLY USP: (10) led x 1 1/2', NO 16d OPTION )-- Q. Z (2) HETA-20 2035 2500 - (2) HTA-20 3110 II 11 II (10) 106 x 1 IR' 1 -PLY USP: (10) loci x 1 1/2' (IZ) 16d 2 -PLY (USP: NO Ibd OPTION) O LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BILK (5) 1/4' WB, WOOD ()6) led 0 1;>ETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (I8) - 106 x 1 1/2, 1 PLY Q MGT 3965 MUGT 4000 (1) 5/8" A.T.R IN HIGH 57RENG7H EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) led TO WOOD) HGT-2 + 1098o HUGT-2 9365 (2)3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), flb) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HUGT-3 - 9365 (2) 3/4' A.T.R. iN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) 11111111111 LGT3-S0S2.5 3285 LUGT-3 5330 Amt (12) 6D6 1/4'x2 IR' TO GIRDER, (4) 3/8' x 5' TITEN Hp TO WALL (USP: CONC. 1413/8' X 5' WEDGE BOLT, WOOD (l2) WS25) _ 36_ 'X22' LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 I- - (10) led x 1 -IR' (USP: (10) loci x 1 1/2' - - W/ (2) MTS -12 POST t0 4X4 BLKG, VGT 4940 ATTIC I ACCESS NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (I6) -SDS 1/4'X3' TO WOOD (2) VGT 1185 TRUSS t0 4X4 POST NO USP CONVERSION FOR SIMPSON (2) VGT) (2)5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY - - –_ _– _ _ MT5-12 1000 MTW 12 1595 (14) 106 x 1 IR' (USP: (14) led x 1 1/2', (14) 106) W/ (2) MTS -12 1-475-16 1150 HTW 16 1660 (16) loci x 1 1/2' (USP; (16) led x 1 1/21, (16) loci)~ HT5-20 - 1450 POST t0 4X4 BLKG. HTW 20 2045 (24) led x 1 1/2' v (USP: (24) loci x 1 1R', (20) led) HTS -24 1450 HTW 24 2045 (24) led x 1 1/2' (USP: (24) 10d x 1 IR', (20) led) CMU W/ HTT-4 LSTA-12 + 925 _ _ _ _ LSTA 12 910^� (10) loci USP: (10) led L5TA-18 - 1235 LSTA 18 1360 _ (14) led U5P: (14) 10d MSTA-18 ++ 1315 MSTA-18 1315_ (14) led USP: (14) 10d (n MSTA-24 .+ 1640 MSTA-24 1150 (18) led USP: (18) led M5TA-30 +« 2050 A05 MSTA-30 2140 (22) led USP: (22) led Q MSTA-36 +. 2050 MSTA-36 2525 _ (26) led USP: (26) led F- MSTI-36 3800 KSTI 236 3090 (36) led x 1 IR' USP: (36) led x 1 IR' (A MSTI-48 5065 KT51 248 4250 (48) led x 1 IR' U6P: (48) 10d x 1 IR' V H6 950 LFTA 6� 1595 - T (8) 86 TO PLATES, (8) 8d TO STUDS CUSP: (16) ad x 1 IR', (I6) 8d) SP4 885v SPT 4 945 (b) led x 1 IR' TO STUDS USP: (6) led x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 86 x 1 IR' TO BEAM, (4) ad x 1 IRTO POST. USP: (4) 8d x 1 IR' TO BEAM, (4) ad x 1 1R' TO POST. HCP2 645 HHCP 2 1070 (12) led x 1 IR' USP: (10) led x 1 IR' TO TRUSS,. (10) 10d X 1 IR' TO PLATE HIDA 1340 RT IbA 2180 (18) led x 1 1/2' USP: (9) 10d x 1 IR' TO TRUSS, (8) led X 1 IR" TO PLATE VGT 4 HDU4 4565 .PND 44 4535 (16) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/1' W/ THREADED ROD, (2) NUTS/WASHERR PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HD15 4940 A04 TDX I0 bile (I6) -60S 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5)IWASHERRPLY USF: 1/8' ATR MIN, T EMBED SET IN HIGH STRENGTH EPDXY (4) 7/8' TWRU-BOLTS ABU 44 2200 6665- PAU 44 2535. 6115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 166 TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 - (U 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON LTTI9 r++ 1340 LTS M 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON O _ LTT205 +«« 1500 LTS 206 1105 (1) IR' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., 00AOd TO WOOD USP: ATR MIN 1 EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, !10) loci x I I/2', 2 -IR' u Z HTT4 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG, (I8) SD -10 X 1 IR' (USP: (20) Ibd X 2-1/2') USP HAS_MOR_E NAIL OPTIONS: (2m) loci, (Zo) loci x I -IR', <20J Ibd x 2 IR' Q HTTS 509e HTT45 5430 !U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 21/2' (USP: C20) Ibd X 2 -IRT USP WAS MORE NAIL OPTIONS: (28) led, (28) led x 1 -IR', (20) Ibd x 2 IR' - HHDQII-SDS 2.5+ 11,810 W/ (2) MTS -12 UPHD It 12090 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC, (24) 9D9 Y.' x 214' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) _ _ —�ip HD1B 6645 X TDX 10 5110 (1) 1/8' A.M. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/8" BOLTS) (n LLJ (D hiBHA 3.56/11.25 3475 5330 NFM35Xl2U 3165-1130 - 51MP50N: (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6,15" EMBEDMENT) IN GJ -W TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CM.U. FACE, (18)ed TO BEAM USP: (1) IR' J -BOLT W) MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 114)..10d AT J015T HU5C412 (WOOD) 3635 2660 (FLR) --^--- 2530 (FLR) HUS4121F 3060 ---- 1 3225 (ROOF) N3115 (10) 16d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMP50N Z a HUC410 (CMU) 1810 5085 1-0410 IF 1905 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD; (U5P: (I8) 1/4' x 3'W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F- 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (U5P: (IB) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD r HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) led TO WOOD LGUM26-2-605 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26.2-8D8 1 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 21/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHE51VE ANCHORING SYSTEMS. 504 + 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 I 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. (n .++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T Ld F- 0 A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 - USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW'09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE / MASONRY CATALOG C-846.2012. I HEADER SPAN CHART (NEAPER SIZES PER CHART, U.N.OJ 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' DEL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN 05L 2 x ro UP TO 5'-0' DBL 2 x 8 5'-0' TO (o'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (•2 SYP) 1/16' 065 (TYPJ NAIL (3) 12d 0 W-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM REQOREN MENTSDER MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UAO. 4'-11 1/2' "I 11 I/2 , AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS i 2 AT EACH END OF HEADER (2) 2X8 SYP"1 NDR W/ 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. TRUSSBEAM MUST NOT BREAK 1'4" MIN. FROM 2ND, FLR. LINE 1 D5 ✓�7T_7 lln C4 i �.L__111_11 II II II II II II II � � CJl (2) 2X8 SYP"1 NDR W/ II II I II II II II II II II II 4X4 POST UNDER CJ3 = n u I u u u u n n u n = CJ3 TRUSS 401 II I I II II II II II CJ5 = = II 11 I II II II II 11 II = ===rzCJ5 _ �11_ _ _ __1__L1_LL_L-L401 11111111111 TRUSS TO 4X4 POST Amt = _ _ – _ 36_ 'X22' Okommo0m�oor W/ (2) MTS -12 POST t0 4X4 BLKG, ATTIC I ACCESS TRUSS t0 4X4 POST A03 –_ _– _ _ – = W/ (2) MTS -12 W/ (1) MSTA-30 – POST t0 4X4 BLKG. POST OR 5LKG. t0 W/ (U MStA-30 CMU W/ HTT-4 A04 _ _ _ _ _ _ _ _ _ _ _ _ POST OR 5LKG, TO 7_ 00 CMU W/ HTT-4 A05 A05 A05 405 77 -- 7 --_A05 A05 A04 I� A Ami TRUSS t0 4X4 POST TRUSS t0 4X8 POST W/ (2) MTS -12 A02 _ – _ _ _ _ _ _ —�ip = X W/ (2) MTS -12 POST TO 4X4 BLKG. `� POST TO CMU W/ W/ (1) M6TA-30 HTT-4 POST OR BLKG. TO CMU W/ Htt-4 AOb � naea �r r 504 II - CJ5 1304 - - - - _ - <� II II = CJ3 802 II II DBL. STUD -`'� II I, u � I cJl It if 1501 _ T F - II n DBL. STUDL.j n n u CJ5 = = I I I = CJ5 Ym4 I �'o D5 I p5 CJ3 _ - II "� �.. II = CJS II II CJI _ o tl II II ^ f _ CJl _l. o Y12GE -.. 3 3 `> — u--� --�--�—_3� i-3 —--�--� I D5 p5 SECOND FLOOR ROOF k'RAMING PLAN CA R C H I T E C T S Design GroupInc. 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 #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA OCT 0 I , DATA: 11R/5/18 SCAT :1/4"=1'-0"' SHEET Or 9 ♦A■ r w v'. r' 11111111111 Okommo0m�oor SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA OCT 0 I , DATA: 11R/5/18 SCAT :1/4"=1'-0"' SHEET Or 9 ♦A■ r w v'. r' SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA OCT 0 I , DATA: 11R/5/18 SCAT :1/4"=1'-0"' SHEET Or 9 2x 5TUD5 PER GENERAL NOTES 5NEET (GN), 5ECTION TIM3ER, NOTE 21. PRE-ENGINEERED FLOOR TRU55 5ECURE PER FRAMING NOTE -5 TRU55 5UPPORTED 5Y 2x6 LEDGER 5ECURED TO TRU55 UJ/ 3/S"x4" LAG 5CREwe a l v " O.C. MAX a GARAGE WALL RECE55ED LINTEL ENTRY S SCALE: 3/4"=V-0" ECTI O N D EIN11IL EXTERIOR C[ -G. BIP. PRE-ENGINEERED TRUSS 4 STRAPPING PER FRAMING NOTE5 x,10''-S�J" 2ND. FY IN. FLR. V-4" 5FG. NT. P.T. Ix2 UJ/ MTL. DRIP EDC-rE 2x& 5U33-E3AND PRECA5T LINTEL -{,, O' -O" FIN. FLR. A R C H I T E C TS FAX:407-774-4078 www.abclesigngroLip.com AA #: 0003325 awwwwww SUBDIV. LOT: KENSINGTON RESERVE (LOT #68) MODEL,.- LARGO ODEL:LARGO (VERSION#01) 82065.068/00001 PAGE: ENTRY SECTION DETAIL ELEV. "M" f ARCHITECT- TE OF FLORIDA OMq� (^� D Tb: 10/5/18 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO LOAD INFORMATION VA 2169 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 6,507 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 TRANSFORMER AMP. PHONE/ DATA SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,753 VA x (4) 15,101 TOTAL NET GENERAL LOAD 25,101 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 EQUIPPED V GROUND FAULT INTEL -TER (TAMPER RE515TANT PROVIDE 04 THHN/THWN COPPER CONNECTED 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 74r-1 COLD WATER PIPE. NET GENERAL LOAD 25,101 NET TOTAL HEAT 10,450 TO'T'AL LOAD 35,551 CALCULATED LOAD FOR SERVICE 35,551 VA / 240 V= 148.13 200 AMP SERVICE (3)'* 1 THHN/THWN COPPER CONDUCTORS, (1) " (o THHN/THWN COPPER GROUND IN 2" CONDUIT, SYMBOL TRANSFORMER BANK: E, kVA NOTES VOLTAGE: l (o20/13200 -240/480V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COME30 VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY 50Et (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps CAN OUTLET NfEI�TER (TAMPER K615TMT T7PE) POWER COMPANY 200 TRANSFORMER AMP. PHONE/ DATA (J/ WEATHE=R OUTLET PROOF BOX INTERSYSTEM BONDING TERMINAL SERVICE 5Y OTHERS AT LOUD VOLTAGE CONNECTIONS GRADE LINE i IloV GFl EQUIPPED V GROUND FAULT INTEL -TER (TAMPER RE515TANT PROVIDE 04 THHN/THWN COPPER CONNECTED 200 t' ELECTRICAL R I,5r= F;P, TO CONCRETE ENCASED FOOTER STEEL AND 74r-1 COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CABLE / TV WEATHER PROOF E30X METER, VERIFY LOC. COACH � — — — — ~ _ -- COACH LIGHT LIGHT FIRST FLOOR ELECTRIC4L SCALE: 1/4 = 1'-0' UJP CFI ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET EQUIPPED V CAROM FAULT M1044'TER (TA11PER RESISTANT TTPE) 1IOV FLOOR EQUIPPED W/ GRaW FAULT ® OUTLET NfEI�TER (TAMPER K615TMT T7PE) 111 IIOV WITCHED KJAPPED W1 GROW FAULT (J/ OUTLET NTFRVTER (TAA11PER K516TANT IloV GFl EQUIPPED V GROUND FAULT INTEL -TER (TAMPER RE515TANT OUTLET TYPE) 220Y OUTLET 4 UFE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH 3 SWITCH 3 -WAY OPERATION SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH WALL MOUNTED 1_ T LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECE55ED CAN O VAPOR PROOF RECE55ED CAN VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP Q FUORESCENT MR.AP A90UO 24' FLUORESCENT 48' FLUORESCENT PANEL STRUCTURED WIRE PANEL Iwo METER Q' WOKE DATT. RACK -UP W/ HARD K DETECTOR HTERWIM TED ® CARBON MONOXIDE RATr. DACK-up wi HARDUIIR£ DETECTOR NtE►a MECTED SMOKE / CARBON MONOXIDE BATT. DACKAP WHAF WRB DETECTOR COMBO NrERECTED PENDANT LIGHT TELEPHONE JACK 4 GA5 OUTLET ® CEILING FAN / CEILNG ROX SEQUIRED TO DE UrFORTED N ACCORDANCE W/ LIGHT BOX MATED A5 8UCH FOR NSPECTION CEILNG ROX MGlUIRED TO DE O J -BOX SUPPORTED IN ACCORDANCE W/ Dox MAWED A5 SUCH FOR INBPEGTION ® SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD DIGITAL KEYPAD WATER HEATER D15CONNECT AIR COND. DISCONNECT TV TELEVISION JACK EMER43ENCY LIGHTING Cl DOOR CHIMES NOT -PHONE OUTLETS 4 TELEVISION JACKS TO 5E DETERMINED RY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HA5ITA15LE ROOMS ARE TO 5E ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C TS Design Group Inc. 1441 N. HUNALU HEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 "MEMNO SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJEOT#: R2065.068/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA 12079 DATE: SHEET 9 OF, 9 L---------------- ---- ----------� SECOND FLOOR ELECTRICAL SCALE: 1/4 = V-0' ELECTRICAL. LEGEND SYMBOL. DEFINITION NOTES `r 110Y OUTLET EQUl 1WW o" FA LT NTM%rrER (TAMPER FESISTAW ME) 110Y FLOOR EQUrf D V GW)W FAULT ® NTERIPTER TMA R IMSISTANT O OUTLET 110Y SWITCHED ELVIPPED w MMM FALT OUTLET NTERPMR TY ) MISTANt fl0Y GFI EQJIPPED V CROWD FAULT OUTLET NTEI2PMR (DAMPER FESISTANT TYPE) 220Y OUTLET 4 WIRE CO VECTION EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3 -WAY OPERATION $4 SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH 4 WALL MOUNTED LIGHT Aa WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W/ �( LIGHT d 6U"a 24' LIGHT STRIP 48' LIGHT STRIP 0 FUORESCENT WRAP ARCLND 24' FLUORESCENT 48' FLUORESCENT PANEL STRUCTURED �000000000� WIRE PANEL METER O' SMOKE DETECTOR BATT. BACK-UP av ROOM NTEWXO mcw ® CARBON MONOXIDE BATT, BAm w v {gym DETECTOR NTERX"CTM ® SMOKE / CARBON MONOXIDE Ott'NTERca fecw DETECTOR COMBO PENDANT LIGHT �. TELEPHONE JACK 4 GAS OUTLET © CEILING FAN / CELNG BOX K M TO BE & ORTED N RD ACCO42 V LIGHT BOX MOM AS SUCH FOR NSPECTICN CEILNG BOX WauIFED TO BE O J -BOX &&FORTED NCO ACFUAME V BOX MAFKED AS SUCH FOR NSPEOTiON ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISCONNECT TELEVISION JACK EMERGENCY 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 RES15TANT TYPE NPI -1- _ 1 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdeslgngrou p.com AA #: 0003325 SVBDIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL. LARGO (VERSION#01) PROJECT#: R2065.068/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA OCT 0 D14TE: 10/5/18 I SO�AT•F!: 1/4 1'-0" I SHEET 9. lop 9 `r O c �000000000� SVBDIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL. LARGO (VERSION#01) PROJECT#: R2065.068/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA OCT 0 D14TE: 10/5/18 I SO�AT•F!: 1/4 1'-0" I SHEET 9. lop 9 `r O c SVBDIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL. LARGO (VERSION#01) PROJECT#: R2065.068/0000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA OCT 0 D14TE: 10/5/18 I SO�AT•F!: 1/4 1'-0" I SHEET 9. lop 9 I SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE — NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 130 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED p0 NOT EXCEED 4' DO NOT EXCEED 6TH EDITION (2011) GABLE ROOF TRUSS 4" 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES" DRYWALLO" DRYWALL WINDOW/DOOR JAMB METHOD PER "NAILING SCHEDULE' AT FIRST (2) BAYS P.T. 1x4 or N4' MIN. P.T. 1x4 or ''x4' MIN. (4'-0" O.C. SHEATHING SEAMS) (SEE wlNDow/DooR JAM6 BLOCKING Ix4 or 1x2 P.T. NAILER (SEE wINDOw/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER as, LOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT METAL DRIP EDGE CHEDULE DOOR CASING 2x6 SUB-BANDTIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB /WINDOW OOR JAMB /WINDOW OVER 4'-10" HIGH MEMBER w/ (2) 12d NAILS 8" FROM $" TEXTURED GEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 4'x4" MIN: (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH ENE) and 6 18 O.C. MAX PER MFR'S SPECIFICATIONS) (PER ASTM C926) OVER PAPERBACK SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/Y' x 9' (l) �" TAPCON (MIN. EMBEDMENT 14") 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN- ANCHOR BOLT w/ 2 WASHER, SET IN 5 8' FROM EACH ENp and 18" O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT 6IMP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 or + /4) WINDOW TO BLOCK (+3 ) METHOD PER 'NAILING SCHEDULE" or (6" MIN. EMBEDMENT 32" O.C. MAX) DOOR JAMB TO BLOCK +3 " or +5 " DOOR JAMB TO BLOCK +3" (1) DRIVE PIN, 8' FROM EACH END and ( ) ( ) e 18" O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A 4E w/ 12d NAILS Q 8" O.C. MAX X) SCALE: r:r-0' SCALE: MIN. SHANK SIZE .145 ................... MIN. HEAD SIZE .300 (&I ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP 6C;REEE> INSTALLED @ 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. 1� TO PLUMB JAMB. " SECURE TO BLOCK w/ (1)1 ' TAPCON C926) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED 4 DO NOT EXCEED 4 (MIN. EMBEDMENT 1 4') S" FROM EACH µ (R -VALUE PER ENERGY CALCS) 8' GYPSUM BOARD OR HIGH STRENGTH 8" CMU BLOCK 8" CMU BLOCK END and IS" O.C. MAX or CEILING BOARD" P.T. 2 x DRYWALL" DRYWALL (1) DRIVE PIN, 8' FROM EACH END and ONC. FILLED U -BLOCK w/ ll) #5 'z" IS" O.C. MAX BLOCK WALL SECTION - GABLE ROOF (SEE wlNDOWDOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. 1x4 or lx2 P.T. NAILER I SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOWCOOR JAMB BLOCKING OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 4" SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONSE EACH END and e 18" O.C. MAX (ATTACHED TO BLOCKING 7:: OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR,NOTE: SECURE TO BLOCK w/ (2)TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+I Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4") 8' FROM EACH 1 THROUGH NON-STRUCTURAL MEMBER (lx or -1 OSB) END and a 18 O.C. MAX DOORJAMB TO BLOCK (+1 /") �' OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 w/ I' TAPCON MIN. i 1- EMBEDMENT INTO BLOCK or METHOD PER "NAILING SCHEDULE')---- SCALE: I'=V-m' 4 4 (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRa 18" O.C. MAXUSS . 1g" MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOWTO BLOCK (+3 ) (PER PLAN) (R -VALUE PER ENERGY CALLS) NOTE: MIN. HEAD SIZE 300 SHIM AS NEEDED DO 0 R JAMB TO BLOCK (+3yl 6) MIN. EMBEDMENT 1 4 X 44y' .X .. X) TO PLUMB JAMB. 4F SCALE: I"=r-O' METAL DRIP EDG p I" DO NOT EXCEED 4" $GYPSUM BOARD OR z NIGHF1 P.T. 2x8: 2x6 SUB -BAN-- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS VENTED - ONC. FILLED U -BLOCK w/ 2" DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT - (1) #5 CONTINUOUS REBAR P.T. 2x 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 6 18" O.C. MAX ER PLAN. _ „ (SEE wINDOWDOOR JAMB BLOCKING TO PLUMB JAMB. or _ RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4" WIDE MIN.) (2) DRIVE PINS 8" FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED 4" " ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING e 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8 CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS z" DRYWALL MIN. HEAD SIZE 300 P.T. 1x4 or 5'x4' MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4' NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE wINDOWDOOR JAMB BLOCKING P.T. lx (4' WIDE MIN.) ALL INSULATION 1" FASTENER SCHEDULE FOR ATTACHMENT IR -VALUE PER ENERGY CALLS) THROUGH NDN -STRUCTURAL MEMBER Ox or OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN u�/ I�" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8" FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR 2" GYPSUM WALL BOARD EACH END and @ IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 119 8' FROM EACH TEXTURED CEMENTITIOUS ` �U 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+� 1 16") PER MFR'S SPECIFICATIONS) ENE) and 1@ 18" O.C. MAX COATING MIN.- (PER ASTM CONC. POURED CELL 15 NOTE: 11) DRIVE PIN, 8" FROM EACH END and )o C926) OVER CM - (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+I �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (IS" O.C. MAX P.T. FURRING STRIPS 16' O.C. 4C "_ THROUGH NON-STRUCTURAL MEMBER (Ix or �" OSB) 4 SCALE: I -I -0 6 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 (+3 Y16") SHIM A5 NEEDEDP.T. (2) 2x6: „ '� I o /6) RE To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 1" ONCRETE SLAB DO NOT EXCEED 4" 4G SECURE TO BLOCK w/ (2) 4 TAPCONS SCALE.- I'=I'-0' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH . �'. 0a �XTERIOR ND REINFORCEMENT) 8' CMU BLOCK END and 6 18" O.G. MAX I" DRYWALL or WALL FOOTING 2 UPLIFT UP TO 1115 Ib (SEE FOUNDATION PLAN FOR SIZE (SEE wlNDow/DooR JAMB BLOCKING 1x4 or 1x2 ,P.T. NAILER 1(218 RICE PAINS, 8" FROM EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) SIMP60N HT520 w/ (10) 10d NAILS TO TRUSS 4 " 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. lx (4 WIDE MIN.) (4)1'X2 1" TAPCONS INTO BOND BEAM RE -ENGINEERED SINGLE STORY SCALE: 3/4'4-0' 4 4 MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR NIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM BOARD (R -VALUE PER ENERGY CALLS STRENGTH CEILING BOARD (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS------.. - --- - __ ...__ _--.-_--_.__.__ P.T. (2) 26: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 1" TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or �" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 1 4') 8' FROM EACH �, w/ 16` TAPCON MIN 1 4 EMBEDMENT INTO BLOCK - END and 18" O.C. MAX ---- TAPCONS MIN. or OPENING 22" x 30' MIN. ooD CASING AT SIDE WINDOW TO BLOCK (+2") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS - 1 2" APART � IS" O.C. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE' N.T.s, SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING e GYP.MIN. HEAD SIZE 300 PER 8801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP 4D SCALE: r=1'-0' S SCALE: N.T.s. MIN. EMBEDMENT 1 4' - 1441 N. RONALD REAGAJIBILVD. LONGWOOD, FL 327PH: 407-774-6078 FAX:407-774-407www.abdeslgngroup. AA #: 0003325 SUBDIV. Bc LOT KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA OCT 0 IS/ JAMES ANTWELL AR 12079 DAT is 10/5/18 SC E:1/4"=1'-0" S H61 E T D 1 , NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %$' .131 110,000 RING AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) (16-20 RINGS ROOF DIAPHRAGM - ASPHALT SHINGLE2x INTERIOR LBW TO CMU INTERSECTION PER INCH) SINGLE STORY L.B.W. w/ UPLIFT LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED cn SCALE: 3/4'=1'-0' 2413 SCALE: 3/4'=1'-0' LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS z c , %6' O.S.B. or Y' CDX PLYWOOD - 8d RING SHANK GUN NAILS 6 4' O.C. -0 SUPPORTED PANEL EDGES AND Ed RING SHANK GUN NAILS a 6" D.G. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ° Sd RING SHANK GUN NAILS a 6' O.C. IN FIELD _ _.__.. w......:._.._._..._ .... :-... - ROOF SHEATHING TO GABLE END FRAME USE 86 RING SHANK GUN NAILS a 4' O.C. EDGEWISE.ECURE 2x TO CMU wl (3)y" x 9' i 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. - �, PRE-ENGINEERED PRE-ENGINEERED ANCHOR BOLT w/ 2' WASHER SETTOP DOUBLE TOP PLATE TO STUD AT TO STUD OUBLE T PPL E ROOF TRU55 ROOF TRU55 IN 51MP50N OR USP HIGH w/ 51MP50N 5P4 (LISP 5PT4) w/ SIMPSON 5P4 (USP SPT4) 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE ROOF DIAPHRAGM - CEMENtITI0U5 TILE or METAL 57-GURE TOP PLATES w/ 16d COMMON NAILS 6 4' o.G. STRENGTH EPDXY l6" MIN. 6 32" O.C. MAX 632" O.C. MAX 73 LU EMBEDMENT) 2x STUDS 16 O.C. MAX 2x STUDS a 1(oO.C. MAX %8' CDX EXTERIOR PLYWOOD or 1%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S n ... a z UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 0 4" O.C. 6 SUPPORTED PANEL lu , NOTE: (1) ANCHOR BOLT Q) o EDGES AND Sd RING SHANK GUN NAILS @ 6" O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. � (O.S.B. TO BE STRUCTURAL GRADE) _ LOCATED 6" FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS e 4" O.C. EDGEWISE.TOP CHORD BLOCKING 4" U4qt BOTTOM d (1) NEAR MID -CENTER BLOCKING e MID -WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING _ 24" O.C. MAX 2x CONTINUOUS STRESS SPACES 0 EACH END— (NOT LOAD BEARING) BLOCKING 6 MID -WALL EXTERIOR WALL SHEATHING u I SNA a 2' 8d RING NK GUN NAILS 1 O.C. IN FIELD 2x STUDS 6 16" O.C. MAX - z PRE-ENGINEERED TRUSS or UNLE55 NOTED OTHERWISE Sd x 3' SCREW SHANK BALLISTIC : %6' 0.5.5. or Y' PLYWOOD or %6" ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 4' O.C. or RARER • #' 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 SHEATHIN 44" TSG SUBFLOOR (ATTACHMENT SECURED w/ 51MP50N OR USP MSTA36 =1) #5 REBAR VERTICALLY IN OF ENDS OF WOOD STRUCTURAL PANEL SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. �4' TSG SUBFLOOR (ATTACHMENT • - CONC. POURED CELL Y" x T ANCHOR BOLT w/ 2' WASHER METHOD PER 'NAILING SCHEDULE') _ " UNTHREADED SHANK TO EXTEND (LOCATION PER PLAN) SET IN SIMP50N HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM BEYOND THICKNE65 OF TH15 DETAIL APPLIES AT ALL EXTERIORRE-ENGINEERED RE -ENGINEERED FLOOR TRUSS FLOOR TRU55 EPDXY (OR EQUIVALENT) 6' ANY MANUFACTURER. =-- _ _- z X SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS, ECURE BOTTOM PLATE TO EMBEDMENT MIN. 32" O.C. MAX NAIL REQUIREMENTS T ( _ m _ _ a ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL e TUD TO BOTTOM PLATE w/ �l 1 - ___- ..._ 11 OUBLE TOP PLATE - TYPICAL EXTERIOR SHEATHING ATTACHMENT (SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX SIMP50N 5P4 (USP SPt4) '� 32" d 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %$' .131 110,000 RING AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) (16-20 RINGS INTERIOR LBW TO CMU INTERSECTION PER INCH) AND REINFORCEMENT) A 11 ° O.C. MAX 41 5UILDING LENGTH I, a ONCRETE SLAB o ONCRETE SLAB NTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE v (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) ° n ` ° XTE ►OR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING A R C H IT E C Ts ' Design Group Inc. 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 Sd RING SHANK GUN NAILS 6 4' O.C. R (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE TOP a 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 • cn SCALE: 3/4'=1'-0' 2413 SCALE: 3/4'=1'-0' 4A SCALE: 3/4'=I'-0' z c , ° Sd RING SHANK GUN NAILS a 6' O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE 57-GURE TOP PLATES w/ 16d COMMON NAILS 6 4' o.G. 73 LU 2-Row6, STAGGERED III�IIIII ... a z � z z TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ommmmomm LE TOP PLATE Q) o = o (O.S.B. TO BE STRUCTURAL GRADE) TOP PLATE w �SIMPSOI° SP4P 5PT4) U4qt 2x WOOD or METAL STUDS 32 D.C. MAX o 24" O.C. MAX 2x CONTINUOUS STRESS (NOT LOAD BEARING) BLOCKING 6 MID -WALL u I SNA a 2' 8d RING NK GUN NAILS 1 O.C. IN FIELD 2x STUDS 6 16" O.C. MAX z dn z w or UNLE55 NOTED OTHERWISE Sd x 3' SCREW SHANK BALLISTIC ST FLOOR STUDS TO 2ND FLOOR STUDS NOTE: • ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6 -0 " 44" TSG SUBFLOOR (ATTACHMENT SECURED w/ 51MP50N OR USP MSTA36 NAILS 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER "NAILING SCHEDULE') �4' TSG SUBFLOOR (ATTACHMENT • 3 0SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') " UNTHREADED SHANK TO EXTEND BEYOND THICKNE65 OF TH15 DETAIL APPLIES AT ALL EXTERIORRE-ENGINEERED RE -ENGINEERED FLOOR TRUSS FLOOR TRU55 X SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS, . . . . . . . . . . OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5UB-FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL s:......... 2x STUDS 6 16" O.G. MAX FOR WALL SHEATHING TO ALL EXPOSED MEMBERS (0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=I'-0' OUBLE TOP PLATE UNLESS NOTED OTHERWISE �' GYPSUM WALL BOARD 2' GYP5UM WALL BOARD ' 2x CONTINUOUS 6TRE55 ' BLOCKING 6 MID -WALL 2x CONTINUOUS STRESS BLOCKING a MID -WALL RE -ENGINEERED GABLE TRUSS NOTE: ECURE BOTTOM PLATE TO SLAB w/ DIAGONAL BRACE 6 (;ENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN y' x T ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS e 16" O.G. MAX SET IN SIMPSON HIGH STRENGTH DIAGONAL BRACE TO BE s ANY SPAN 15'-0" OR (4'->a" O.C. SHEATHING SEAMS) UNLE55 NOTED OTPERW15E EPDXY (OR EQUIVALENT) 6" GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN, 32" O.G. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS ,6 EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL STUD TO BOTTOM PLATE w/ 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU56E5 32" O.C. MAX SIMPSON 6P4 (U5P 5PT4) f 32' 30'-1" - 60'-0" USE (3) X -BRACE � `" O.C. MAX z (U X -BRACE a CENTER (2) BRACES N ° ,° ° ° 43 ° 4 DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ` ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOIR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (A5 PER TRUSS ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. W. w NO UPLIFT TWO STORY L. B. W. w UPLIFT Y X-117 y SHOWN w/ CMU (FRAME CONDITION 7B _ .X..X.. .,: y y y y y N 1�_�yyyym 5A SCALE: 3/4'=1'-0' 5 B SCALE: 3/4':1'.0 SAME X -BRACING REQUIREMENTS) WA2 - = ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING = = TRUSS w/ (2) 12d NAILS INSTALLED 6 MID -POINT of TRUSS SPAN 1 1 SCALE: 3/4'--1'-0' or 10'- 0" O.C. MAX A R C H IT E C Ts ' Design Group Inc. 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: 82065.068/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 0 JAMES NTWELL AR 12079 (DATk: 10/5/18 SC ]LE: 1/4"=1'-0" SHEET D2_ III�IIIII ommmmomm SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: 82065.068/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 0 JAMES NTWELL AR 12079 (DATk: 10/5/18 SC ]LE: 1/4"=1'-0" SHEET D2_ 1 2x RIDGE ONE 51ZE LARGER THAN /-PRE-ENGINEERED TRU55 RAFTER SIZE w/ MIN. (3)124 NAILS or MIN. (4) 10d GUN NAIL f 1x6 COLLAR TIE a EVERY OTHER upupupu°u RAFTER w/ MIN. (3) 12d NAILS or 8" GYPSUM BOARD OR m MIN. (4) 10d GUN NAILS HIGH STRENGTH CEILING IMP50N VTCB or U5P VTT Ylllplp _ 2x RAFTER BOARD SPACING (1)EACH END - SINGLE 2x TOP PLATE AND 6'-m' O.C. MAX Ix8 NAILER SECURED TO TRU55E5 BELOW w/ (2) 12d NAILS or (3) 10cl GYPSUM WALL BOARD pp�lpllll GUN NAILS 6 EACH TRUS - _ ppllllil� IIIIIIIII __, Iplllllll ---- 2x WOODS 5TUD5 a 24, O.C. o , RAFTER TO TRU55 w/ SIMP50N (SIZE PER PLAN) o o MT512 or U5P MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRU55ES r'rT PENETRATION w/ SIMPSON or U5P M5TA24 o SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END. ECURE BOTTOM PLATE TO 4 SCALE: 3/4'-1'-0' RE -ENGINEERED ROOF TRU55E5 '' �-...... COP DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MA50NRY NAILS 6 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ 1 SCALE: 3/4'=1'-0' (2) 12d @ EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) (2) 12d SPACED 6" - 8" O.C. MAX ATER RESISTANT BACKERBOARD n (DEN5HIELD) 2x4 RAFTER 6 24' O.C, /2' DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMP60N Lam or U5P A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WAD APELASTIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=r-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT RE -ENGINEERED TRU55 LEAST 4 INCHES) — 2x4 BLOCKING 6 EACH RAFTER AULK BEAD BETWEEN DENSHIELD P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED s 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) "'GYf=)5UM BOARD OR VARIES PER PLAN INSTALLATION 5IMP60N H2.5A or USP RTIA SHOWER PAN EACH RAFTER TAIL CONNECTIO' HIGH STRENGTH CEILING BOARD (FIBERGLASS OR CERAMIC) SIMPSON Lam or USP A3 3 �/8' TOP CHANNEL (25 GAUGE) e TOP OF EACH RAFTER GONNECTIOI TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRUS5 SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) 2 SCALE: 3/4"=1'-0' S SCALE: 3/4'=I'-0' " GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) ,a 24" O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, A RECAST LINTEL ATTACHED TO EACH 51DE -s 12" O.C. SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS 3 %' BOTTOM CHANNEL (25 WITHIN 8' OF EACH END AND 618' O.C. MAX ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or BLOCK w/ CUT NAILS SLAB w/ 106 x 1' MIN, MASONRY DRIVE PIN NAIL w/ WASHER 6 32" O.C. MAX. (MIN. SHANK SIZE .145 MIN. EMBEDMENT OF I Y4')- WITHIN 8" OF EACH END AND X18' O.C. MAX - [�a _:-� _ _ � �_.__ __-_ «, —.. _._ ONCRETE SLAB (SEE FOUNDATION PLAN FOR -- :- -- '� WALL SHEATHING M,SIZE AND REINFORCEMENT) ii �; � � -.._ _ �a (TYPE AND ATTACHMENT METHOD a PER 'NAILING SCHEDULE') « ECURE 2x6 MIN. TO BLOCK w/ eF.T. 2x8 STUD BLOCK _-- _- _-- (2)y' x V ANCHOR BOLTS w/ 2" __-- ___-- NOTE. WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT ° B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. n _ (MIN. 6" EMBEDMENT) -- 7 ROUGH OPENING (UP TO 8'-0') INTERIOR NON-BEARING WALL - -- ry o' f B METAL STUDS SCALE: 3/4':1'-0' n _ ECURE 2x6 MIN. TO BLOCK w1 (3)y' x 9' ANCHOR BOLTS w/ 2" TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED - RECAST OR POURED IN _ . - WASHER SET IN 5IMP60N or U5P -- COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. (o" C926) OVER CMU 8' CMU BLOCK EMBEDMENT ' ,5, 5. 'l•9T;R .. 'r•. +':T. yfy'i .'^. �4• _0•.[•.'1.'.'.:'. •y' .'; ,• 77 t �, • ® " .. :'' , EATHER STRIP MOLDING AROUND DOOR .. '• .• • :^. • T ..p . .. ._ ... fiil - � .���� � , • : ' :°� (PER MANUFACTURER'S SPECIFICATIONS) 8' CM , 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 U5P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS - �� STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAD I' MIN, SLIDE GARAGE DOOR (BY OTHERS) ROOM ALVANIZED STEEL VERTICAL TRACK SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ARCH WINDOW FRAME 3 SCALE: 3/4'=1'-0' A 6 SCALE: 3/4'=I'-0' B SCALE: N.T.S. (BY OTHERS -INSTALLED PER MANUFACTURER'6 SPECIFICATIONS) A R C H I T E C TS � Design I Groulrnc. 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 #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 0 r.','.3 JAMES ANTWELL ARM 12079 DA 1 /5/18 SC'LE: 1/4"=l'—O" SItEET D3- r � � • SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 0 r.','.3 JAMES ANTWELL ARM 12079 DA 1 /5/18 SC'LE: 1/4"=l'—O" SItEET D3- Desn �G ro u inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078FAX:407-774-407www.abdesigngroup.c AA #: 0003325 ' SHINGLES OR OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE (5/18 BATT OR BLOWN -IN INSULATION SH 9 ET D SPECS) X -BRACING REQUIREMENTS (R -VALUE PER ENERGY CALCS) C OVER #30 FELT PAPER (OR APPROVED E OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED PRE-ENGINEERED ROOF TRUS EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) THE FBCR, 6TH EDITION (2011) Ca DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND r 2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS METAL DRIP EDG ATTACHMENT METHOD PER "NAILING SCHEDULE") (4'-0' O.C. 6 SHEATHING SEAMS) 2x6 SUB -BAN r Ci 1RI tOARD OR 1' NIGH METAL DRIP EDGE � iizN VENTED STRENGTH CEILING BOARD 2x6 SUB -BAN :: TIFFBACK AT ALL UPRIGHTS -AIL - ALUMINUM SOFFIT IMPSON 5P2 (USP 5PT24) Q EVERY VENTED ALUMINUM SOFFIT '_ OVER 4 10 HIGH _ = 12 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = ALL SPACER • FOR CONDITIONS WHERE TRUSS AND PER PLAN"/ONT. 2x4 RAT -RUN ATTACHED TO - PER PLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLATE EACH TRUSS w/ (2) 12d NAILS - 2x4 STUDS 16' D.C. WINDOW HEADER (USP RT16A) ALL INSULATION INSTALLED 6 MID -POINT OF TRUSS (SIZE PER PLAN " TEXTURED CEMENTITIOUS COATING MIN. lR-VALUE PER ENERGY CALGS) SPAN or 10'-0" O.C. MAX N = 2x8 BLOCKING � $ TEXTURED CEMENTITIOUS COATING MIN. ---WINDOW (PER ASTM C926) OVER PAPERBACK (PER PLAN), ATTACHMENT r r_,�—BATT OR BLOWN -IN INSULATION , - SECURED Lu/ (3) 12d (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MFR. SPECIFICATIONS (R -VALUE PER ENERGY CALLS) _ - NAILS EACH EN 2 -LAYER WATER .RESISTANT BARRIER, OVER - '� EXPANDED METAL LATH OVER APPROVED nom— WALL SHEATHING (TYPE AND ATTACHMENT u.��___�:,a.... .........� 3 ��(0, ECURE 2x4 TO DBL TOP PLATE w/ /s x _ 2 -LAYER WATER RESISTANT BARRIER, OVER INDDW SILL METHOD PER "NAILING SCHEDULE' THRU-BOLTS 6 32' O.C. MAX, then SECURE GABLE _ WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 w/ 12d NAILS 6 8' O.C. MAX _ METHOD PER 'NAILING SCHEDULE" WALL INSULATION or �[ i i/z. = EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TDP PLATE w/ SIMPSDN = RYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP [ SIZE AND SPACING PER NOTE 021, OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 6 24" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL_ GENERAL NOTES SHEET GN)] (SIZE PER PLAN , (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER "NAILING SCHEDULE') MSTA24 6 32' O.C. MAX V-4' MIN, FROM 2nd FLOOR LIN - FRAME WALL SECTION — GABLE ROOF or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL 3 4B CONTINUOUS 2x6 w/ (6) 16d NAILS scaLE: 3/4'=r-�� SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o REENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B A2 NOTE: BATT OR BLOWN -IN INSULATION HINGLES OR TILE (PER COMMUNITY $ "GYPSUM BOARD OR �' HIGH (R -VALUE PER ENERGY CALCS SPECS) STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUS PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE OVER 130 FELT PAPER (OR APPROVED CONC. FILLED U -BLOCK w/ °(PER PLAN) DIAMETER OF AT LEAST 1 1 INCHES (32 MM) 4 DOUBLE TOP PLAT EQUAL) INSTALLED PER SECTION R905 OF / (l) #5 CONTINUOUS REBAR ' ° " RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). _ _ - THE FBCR, 6TH EDITION 12011) IF THE HANDRAIL IS NOT CIRCULAR IT ) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG/ - - OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN ATTACHMENT METHOD PER 'NAILING SPECIFICATION ' MAx GREATER THAN (o a INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF DIMENSION VENTED ALUMINUM SOFFIT SCHEDULE") 10" OF 2 a INCHES (51 MM). EDGES SHALL HAVE TEXTURED CEMENTITIOUS COATING MIN. s " GYPSUM BOARD OR J' HIGH x WALL INSULATION m A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK s STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALLS) EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) 6 EACH 2X8 STUD PRECAST OR POURED IN m 2 -LAYER WATER RESISTANT BARRIER, OVER 000# UPLIFT CONNECTOR PLACE SILL (PER BLDR) GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT " TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN FULL WALL METHOD PER "NAILING SCHEDULE" COATING MIN. (PER ASTM = - CONC. POURED CELL 2x8 SYP 12 WOOD STUDS 6 12" O.C. MAX C92(o) OVER CM - (LOCATION PER PLAN) THE CLEAR SPACE P.T. FURRING STRIPS 16' O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT 8' CM 4" HANDRAIL AND THE 12" O.C. MAX w/ 1" EMBEDMENT WALL SHALL BE 1 y' w/ 2' DIAMETER WASHER �" GYPSUM WALL BOARD - 000 BASE Y 2x8 SYP 02 WOOD STUDS 12' D.C. MAX IMPSON SPI (USP SPT22) 42' KNEEWALL 6 EACH 2x8 STUD 7B 1) COURSE TIE -BEAM POURED SOLID w/ 9 A2 CONCRETE w/ (1) #5 REBAR HORIZONTALLY ONCRETE SLAB - aa (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL ° - RECAST LINTEL a ° a • � AND REINFORCEMENT) 34' MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT XTERIOR WALL FOOTING o ATTACHMENT PER MFR, PER PLAN) (SEE FOUNDATION PLAN FOR SIZE L 7 SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) 1 STAIR HANDRAIL Two STORY SCALE: 3/4'=1'-V 4A TWO STORY SCALE: 344-0' z w PRECAST OR POURED IN PLACE SILL (PER BLDR � � �' TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS � 8' O.C. MAX �" TEXTURED CEMENTITIOUS COATING MIN. (PER s �c z COATING MIN. (PER ASTM o (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C920 OVER PAPERBACK EXPANDED METALONTINUDUS 2x4 w/ (4) 16d NAILS TOP o o C926) OVER CM " INTO TRUSS w/ (4) 16d NAILS o EACH EN �~ LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o v GYPSUM WALL BOARD 34' TSG SUBFLOOR (ATTACHMENT . BARRIER, OVER WALL SHEATHING (TYPE AND Y=r "NAILING BOTTOM PLATE OF 2nd FLOOR WALL) ua � � • " : 4' P.T. FURRING STRIPS o 16' O.C. METHOD PER "NAILING SCHEDULE' ATTACHMENT METHOD PER SCHEDULE') T4G SUBFLOOR (ATTACHMENT a m 1) #5 CONTINUOUS REBAR @ 1(o" O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER "NAILING SCHEDULE")CONCRETE POURED CELL ad RING SHANK NAILS 6 4"0,C, [ SIZE AND SPACING PER NOTE `- (VERIFY PER PLAN) MAX INTO BLOCKING— 121, UNDER CATEGORY TIMBER �zz q BASE ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS ci N d WOOD 2 -m PRE-ENGINEERED FLOOR TRUS �_-.� co (MIN. IN 5LA8) J. EMBEDDED STRAP ONTINUOUS 2x6 w/ (6) 16d NAILS m °I EBAR 48' LONG w/ 6" NOOK 7B (or EQUIVALENT) 7B - BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 -- - I I 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48" O.C. wl (5112d NAILS WA (PER PLAN) WA2 - IS A NAILER FOR WALL SHEATHING) _...._ ._..._ ._..__ . EACH EN 4 e s" GYPSUM BOARD OR " NIGH - 4" CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR :: _ �' TEXTURED CEMENTITIOUS :. `'� A RATE OF .151ba PER CUBIC YARD ON 6 -MIL -- - COATING MIN. (PER ASTM- 8" GYPSUM BOARD OR �" HIGH o _.. _.� ... POLY ETHYLENE VAPOR BARRIER ON WELL •' • '� ° CONC. FILLED U -BLOCK w/ • ► - C926) OVER CMU .... STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL (1) #5 CONTINUOUS REBAR _ NOTE: z 6� 6" 6, 6" 3) 15 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. FILLED U -BLOCK w/ 0 21_O" BREAK WITHIN 1'-4' MIN, FROM 2nd PERPENDICULAR (1) 05 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'4-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY SCALE: 3/4'=P -m' Desn �G ro u inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078FAX:407-774-407www.abdesigngroup.c AA #: 0003325 SUBDIV. 8c KENSINGTON RESERVE ( LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA OCT(IS 21';Z JAMES AR NTWELL 12079 5 O (5/18 s E: 1/4"'=1'-0" SH 9 ET D -4— C E j C Ca r SUBDIV. 8c KENSINGTON RESERVE ( LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000C PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA OCT(IS 21';Z JAMES AR NTWELL 12079 DAT O 1 (5/18 s E: 1/4"'=1'-0" SH 9 ET D -4— MSTCM40 1/16' O.S.B. SHEATHING OR TOP OF?` (INSTALLED ON WALL SHEATHING 1/2` CDX PLYWOOD 1/1(o' O.S.B. SHEATHING OR WALL 1/2' CDX PLYWOOD 2x4 EXTERIOR A — STUDS CONNECT TOP OF STRAP o; • • 1 2x4 BOTTOM PLATE TO SOLID STUD W/ 06)16d . . SINKER NAILS • • PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR MSTCM40 TRUSS . . (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR . . WALL SHEATHING 1/2' CDX PLYWOOD MSTCM40 2X6 EXTERIOR WALL < . STUDS • 2X6 BOTTOM PLATE . • • CONNECT BOTTOM OF •O PLAN VIEW - 2x6 WALL STRAP To CMU BLOCK WALL • • EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: RTS. 7/16' 0.5.8. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING' W/ (12) i' TAPCON5 NOTE:. MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 Y' i/16' O.S.B. SHEATHING OR 2x4 EXTERIOR WALL 1/2' CDX PLYWOOD STUDS CONNECT TOP OF STRAP - 2x4 BOTTOM PLATE TO SOLID STUD W/ (1(o)16d PLAN VIEW - 2x4 WALL SINKER NAILS PRE-ENGINEERED FLOOR 1/16' O.S.B. SHEATHING OR TRUSS M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF M5TCM40 WALL SHEATHING 2X6 EXTERIOR WALL STUDS CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL ------2X6 BOTTOM PLATE W/ (12) J' TAPCON5 PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: RTS. HTT-4 SECURED TO STUD— W/ (20)10d X 1 J' NAILS 5/6' ' PRE-ENGINEERED FLOORF ! I L TRUSS (GIRDER DRAWN) NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 Y' 2X EXTERIOR WALL STUDS SECOND FIN. FLR 2X EXTERIOR WALL STUDS SECOND FIN, oZ n �a U, o� TOP OF MASONRY WALL J N (: ELEVATION VIEW A SCALE: KT,S. B ELEVATION VIEW SCALE: KT,S. ° PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16 O.S.B. SHEATHING TOP OF WALL OR 1/2' CDX PLYWOOD ° 0 PRE-ENGINEERED FLOOR TRUSS x/16` O.S.B. SHEATHING (GIRDER DRAWN) OR 1/2' CDX PLYWOOD ° NTT -4 SECURED TO STUD W/ (20)10d X 1 I' NAILS USP K5T260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/6' A.T.R. IN HIGH STRENGTH FARING POST/ BEARING EPDXY (MIN. i' EMBED) STUDS (PER PLAN) to •• � FOUNDATION (PER PLAN) .., • , ' •.: . •. , • ' . ',•. •• • EXTERIOR STUD WALL •. ' .. •• ' . , .. . •. 3 OPTION 02 (K5T260 METHOD) OPTION f1(HTT-4 METHOD) CORNER TO POST SCALE: KT -6- P IDS 4' " t 4 G SUBFLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S i/16' O.S B. SNEAINING OR 1/2' .,.,. PLYWOOD 4' T 4 G SUBFLOOR GLUED ""r-' NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL 5 x/16' O.S B. SNEATI]ING OR 1/2' PLYWOOD ll� PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR NTT -4 SECURED TO STUD W1(20)10d X 11' NAILS 5/6' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 7' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. TOP OF MA50NRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW - 2x6 WALL -ENGINEERED FLOOR TRUSS 1C. FILLED LINTEL BLOCK W/ (U 05 ITINUOUS REBAR •4 SECURED TO STUD Wl (20)10d �' NAILS A.T.R. IN NIGH STRENGTH EPDXY 71' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS FMNi 5/6' A.T.R. IN NIGH STRENGTH EPDXY (MIN. i' EMBED) cl �.. CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR C ELEVATION VIEW SCALE: RTS. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: RTS. rA R C H IT ECTS -) PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 81733DIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 6 8/1 i SC :1/4"=1'-0" SHEET _ D 5 �ommo�mmopJ 81733DIV. & LOT KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/0000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 6 8/1 i SC :1/4"=1'-0" SHEET _ D 5 NOTE: -SECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN V-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON 5P6 or USP SPT(o) FLOOR LINE —EXTERIOR BEARING STUDS PRE-ENGINEERED T USS S w/ TRUSS PRE-ENGINEERED ROOF TRUSS 61ZE AND SPACING PER NOTE 021,m NCONNECTOR (VERIFY w/ TRUSS PLAN) -= UNDER CATEGORY TIMBER ON _ r GENERAL NOTES SHEET GN)] CONTINUOUS 2x4 w/ (4)16d NAILS g TOP OUBLE TOP PLATE OF FLOOR TRUSS (TOP 2x4 SUPPORTS RIPPLE STUDS 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL) KING STUDS SIMPSON MTS12 or USP MTW12 �� (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLATE— TO LEDGER � 24" O.C. ''� � REQUIREMENTS" CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE-ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY-FRAMED DOUBLE 2x6 LEDGER w/ SIMP50N or USP LSTA12 RAFTER SECURED TO TRUSS w/ %s" x 5' _ (EACH SIDE OF OPENING) LAG SCREWS 6 24' O.C. MAX 4. MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6)16d NAILS - (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 •"` RECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN fS A NAILER FOR WALL SHEATHING)(SIZE AND REINFORCEMENTC DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON PERPENDICULAR SCALE: 3/4'-I'-0' GENERAL NOTES SHEET GN)] 7 " ! EGURE EACH JACK KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON 5P4 ATTACHMENT METHOD PER NOTE: o or USP 6PT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT V 2x BLOCKING UNDER WALL BREAK WITHIN V-4' MIN, FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE PRE-ENGINEERED ROOF CRUS _l EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, � ECURE BOTTOM PLATE TO SLAB w/ Y' x V ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON NIGH STRENGTH TRUSS BAYS w/ (3)12d NAILS tv EACH EN �� UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PLA GENERAL NOTES SHEET GN)] -- '/ EMBEDMENT MIN. 32' O.C. MAX MT 6 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING of STUDS PER PLAN o SIMPSON MTS12 US Wit P r P Mt 4 SCALE: 3/4'=I'-0' TWO STORY SCALE: 3/4'=I'-0' TO LEDGER a 24' O.C. .. RE-ENGINEERED FLOOR TRUSS - SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP8 or USP SPT& DOUBLE 2x6 LEDGER - SECURED TO TRUSS w/ %a' x 5' SIMPSON SP4 or USP SPT4 TOP BOTTOM � LAG SCREWS 32' O.C. MAX MBEDDED STRAP (FOR 2x6 WALL USE SIMPSON 6P6 or USP SPT(o) (PER PLAN) RE-ENGINEERED TRUSSES w/ TRUSS RE-ENGINEERED TRUSSES w/ TRUSS RECAST LINTEL 71 CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) _ (SIZE AND REINFORCEMENT \---DOUBLE TOP PLATE HEADER -�—DOUBLE TOP PLATE PER PLAN) --CRIPPLE STUDS 6 16' O.C. MAX •• (SIZE PER PLAN) LEDGER CONNECTION AT FLOOR TRUSS INC STUDS 'MINIMUM IMPsoN or USP MSt,az4 2 HEADER (SEE WALL AND HEADER STUD oa EACH JACK STUD PARALLEL SCALE: 3/4'40 (SIZE PER PLAN) REQUIREMENTS" CHART ON FRAMING PLAN 2x8 SYP �2 WOOD STUDS � 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP L5TA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1116' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') PLYWOOD CONTINUOUS TO BLOCK SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS e TOP OF JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS (2) KING STUDS EACH ROOF DECKING. FLOOR ,TRUSS DOOR /WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) OPENING "� FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED ) -EXTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR STUDS 1116" O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED G [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON WITHIN 6" FROM EACH END � NO MORE THAN 12" O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET CSN)] - - o o NOTE: ROOF CONDITIONS MAY VARY JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d V NAILS, l2) WITHIN 6 FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR. x,_ ��°��' :::: ::WINDOW ECURE EACH JACK � KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 SILL w/ CRIPPLE STUDS 16' O.C. z' DIAMETER ANCHOR BOLT 12' O.C. MAX w/ i EMBEDMENT w/ 2 DIAMETER WASHER TOP OF WALL HEATHING TO LAP TO TOP OF MASONRY WALL. IMPSON or USP MSTAM24 6 EACH JACK �'� • SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED wl (3)Y4' x 14' TAPCONS TO PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS FROM 2ND FLOOR LINE • CMU w/ MIN. 2' COVER 4 2' APART FLOOR TRUSSES BOTTOM OF FLOOR TRUSS 2x8 BOTTOM PLATE (BOTTOM 2X(o IS FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry WINDOW OPENING IN 2—STORY WALL 3 PARALLEL SCALE: 3/4'-I'-0' 5 Two STORY SCALE: 3/4'-I'-0' r Two STORY SCALE: 3/4'-1'-0' FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECTIONS/ DETAILS ARCHf1ECT: STATE OF FLORIDA OCT O $ I/ DAT/ Cj 10/5/18 SCALE: :1/4-=l' -O- 1 SHEET tD �omoom0mm�r SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: SECTIONS/ DETAILS ARCHf1ECT: STATE OF FLORIDA OCT O $ I/ DAT/ Cj 10/5/18 SCALE: :1/4-=l' -O- 1 SHEET tD Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: (t0619 Windows -Sliding Glass Doors -DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame O enin Flit Part # Unit Size Description Masonry Opening Frame Opening Sliding Glass Doors vinyl Fut 14634 L0432426 � EA _1_2/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 1901/2" 36100 _Windows L0369270 EA 26 TW 1j2 EYEBROW WDW VINYL SH WHT W/GR &SCRN 741/2" X 95" 14634 14634 14634 L0434206 EA I 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961%2" 16300 10367192 EA 26 TW W/ARCH WDW VINYL SH W_/GR &SCRN I 74 1/2" X 76" L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 191" X 961/2" - TO 286" 16100 L0297193 EA � 26 TWIN WDW VINYL SH CLEAR NO GR VV/SCRN � 741j2" X 72' L0354136 EA 5/0 X 6J8 DOOR SGD ALUM W/SCRN 621/4" X 811/2" 16204 L0426486 � EA 2626 FX � WDW VINYL W/GR 30" X 30" 14634 14634 L0298912 EA 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 621/4" X 961/2" 16103 16104 15317 16103 L0367491 L0356994 L0354138 L1040440 � EA EA EA EA 2640 � 2650 FX .2850 2860 � WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH CLEAR NO GR NO SCRN WDW VINYL CSM7 W/GR & SCRN � WDW VINYL SH WHT W/GR & SCRN � 30" X 48" 30" X 60" 32" X 60" 32" X 72" L0295466 6J0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 811/2" 14634. 14634 L0295467 L0303298 _EA EA EA 6/0 X $/0 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/5CRN DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 961/2" 981/4" X $11/2" 34634 L0310660 EA � 8/0 X 8/0 DOOR SGD ALUM (WHITE) WJSCRN 981/4' X 961/2' 16104 L0296557 � EA 3/0X3/0 FX TMP WDW VINYL SH CLEAR NO GR 36" X 36" 14634 14634 L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/5CRN 108.1/2" X 811/2" 16104 L0429520 EA 3024 FX TEMP WDW VINYL FX CLEAR NO SCRN 36" X 28' L0298914 EA � 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR &SCRN � 36" X 36" .16104 L0317308 EA � 3030 FX WDW VINYL SH WHT W/GR &SCRN ( � 36" X 3611 Vinyl FL# Windows 16103 7029$924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR � 36" X 40" 16104 16103, 16103 16104 16104 16103 16103 16103 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR � 16103 L0365362 � EA 3030 W/1J2RD WDW VINYL SH WHT WJGR & SCRN � 36" X 59" L0432421 � EA � 13 WDW VINYL 5H CLEAR NO GR W/SCRN 201/8" X 38 3/8" 26104 10352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" L0439893 EA 14 WDW VINYL 5H W/GR & SCRN 201/8" X 50 5/8' 16103. L0369494 EA 3040 WDW VINYL 5H CLEAR NO GR W/SCRN 36" X 4$" L0432424 � EA 1433 FX NO FLANGE WDW VINYL FX WHT WJGR &SCRN 16" X 39" 36104. L0354140 EA 3040 FX � WDW VINYL W/GR 36" X 48" L0432423 EA 1433 FX W/RANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W%5CRN 109" X 48" L0369271 EA 151/2 ARCH TOP WDW VINYL SH WHT W/GR &SCRN � 201/8' X 67" 16100 L0423133 � EA � 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR &SCRN � 721/2" X 52" L0369273 � EA � 161/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100. L0434428 EA I 3040 TWIN WDW VINYL SH CLEAR NO GR W/5CRN 721/2" X 48" L0429521 EA 1620 FX VINYL SH W/GR NO SCRN 18" X 24" 16103 L0423134 EA 3040 W/1/2 RND WDW VINYL SH_W/GR &SCRN 36" X 70 16103 16104 L0430156 EA 1624 _WDW WDW VINYL SH W/GR NO SCRN 1$" X 28" 36103 L0298921 EA 3050 WDW VINYL 5H CLEAR NO GR W/SCRN 36" X 60" L0434427 EA 1634 FX t WDW VINYL FX WHT WJGR 18" X 40" 16103 16104 16100 16100 16100 L0317307 L0367489 L0366804 L0298922 L0354148 EA EA EA EA EA 3050 ARCH TOP 3050 FX 3050 TPL 3050 TWIN _ 3050-4050FX•3050 WDW VINYL SH W/GR &SCRN WDW VINYL NO GR WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL W/GR & SCRN _ 36" X 64" 36" X 60" 109" X 60" _ 72 1/2" X 60" 121" X 60" 16104 10439004 � EA 1836 FX ARCH TOP WDW VINYL FX W/GR &SCRN ( 20" X 46" 16103 L030330_0 EA FX TP WDW VINYL SH W/GR ( 271/2" X 26" 16103 L0412312 EA _1H2 1H3 WDW VINYL SH NO GR W/SCRN 271/2" X 3$ 3/8" 16103 16103 L0317304 EA ( 1H4 WDW VINYL SH CLEAR NO GR W/SCRN 271/2"' X 50 5/8" L0419869 EA 1H4 W/1/2RD WDW VINYL SH W/GR &SCRN 271/2" X 68 5/8" 16103 16103 L0419409 L0477376 EA EA 3056 ARCH TOP 34 WDW VINYL SH W/GR &SCRN WDW VINYL SH CLAR NO GR W/SCRN � 541/8" X 50 5/8" 36" X 70" 16103 16303 16103 -� L03I9054 � L0419870 L0432419 EA EA EA 1H5 1H5 W/1/2RD 1H6 WDW VINYL SH WJGR &SCRN � WDW VINYL SH W/GR &SCRN WDW VINYL SH CLEAR NO GR W/SCRN 271/2" X 63" 271/2" X 81" 271/2" X 72" 16103 L0367188 EA 35 WDW VINYL SH NO GR WJSCRN 541/8" X 63- 16103 L0329525 EA � 35 ARCH TOP WDW VINYL 5H W/GR &SCRN 541/8" X 67" 16103 16103 L0317306 EA 1H6 ARCH TOP WDW VINYL SH WiGR &SCRN 271/2" X 76" 36103 L0364384 EA 36 WDW VINYL SH W/GR &SCRN 541/8" X 72' L0298906 EA 1H6 TMP W/1J2RD WDW VINYL SH W/GR &SCRN 27 I/2" X 90" 16103 16104 L0327816 L0367490 EA EA 36 ARCH TOP 4020 FX TMP _ WDW VINYL SH W/GR &SCRN I WDW VINYL FX CLEAR NO GR 541/8" X 76" 48" X 24" 36104 16104 16104 16103 16104 36103 16104. 16103 16103 16104 16103 16103 16103 16103 16103 16103 L0434441 EA -� 2020 FX _WDW VINYL FX CLEAR NO SCRN 24" X 24" L0298926 EA 2020 FX ARCH TOP WDW VINYL FX WHT W/GR _ 24" X 28" 16103 L0430847 EA 4030 FX TMP WDW VINYL SN CLEAR NO GR 48" X 36° 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" L0327818 EA 2030 WDW VINYL SH CLEAR NO GR WJSCRN 24" X 36" 15865 L0354129 � EA 4040 WDW VINYL SLIDER NO GR W/SCRN 48" X 48" L0352196 EA 2030 FX WDW VINYL FX WHT W/GR 24" X 36" 16104 L0354141 EA _ 4040 FX WDW VINYL NO GR 4$" X 48" L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR &SCRN 24" X 52" 16103 L0368324 EA 4050 WDW VINYL SH WHT W/GR &SCRN 48" X 60" L0434444 � EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42"' 16100 10427856 � EA 4050 TWIN � WDW VINYL SH W/GR &SCRN � 961/2" X 60" L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN � 24" X 48" 16103 L0460341 EA 5/0X5/0 FX TMP WDW VINYL SH CLEAR NO GR � 60" X 60" L0366113 EA 2040 ARCH TOP WDW VINYL SH W/GR &SCRN 24" X 52" 15865 10298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCR � 60" X 52" L0362731 � EA � 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" L0363422 � EA 2040 W/1%2RD WDW VINYL SH WHT W/GR &SCRN � 24"X64" 16104 L0295462 EA � 54X12X24 ARCH WOW VINYL W/GR 54" X 28" L0417692 � EA 2050 WDW VINYL SH CLEAR NO GR WJSCRN 24" X 60" 16104 L0295461 � EA 54X27 WDW VINYL 1/2 RDW/GR � 54" X 31" L0298929 � EA 2060 TMP ARCH WDW VINYL 5H WHT W/GR &SCRN 24" k 76" 16104 L029$910 EA 58X28X561/2 RD WDW VINYL WJGR � 58" X 61" L0298930 ( EA � 2060 TMP W/1J2 RND WDW VINYL SH WHT W/GR &SCRN � 24" X 98" 16104 L0298911 EA 58X40X30 ARCH WDW VINYL W/GR � 58" X 44" L0351034 � EA 23 � WDW VINYL SH CLEAR NO GR W/SCRN 38" X 38 3/8" 16103 L0314657 EA IH3 � WOW VINYL SH NO GR W/SCRN 271/2" X 38 3/8- L0319052 I EA 24 WDW VINYL SH CLEAR NO GR W/SCRN 38" X Sq 5/8" 16103 L0369187 EA 24 W/1/2111) WDW VINYL SH W/GR &SCRN � 38" X 74" Transoms 16103 L0432425 I EA 24-5 W/FLANGE WDW VINYL SH W/GR &SCRN _ 38" X 561/4" 16104 L0429519 EA .2014 TRANSOM VINYL WHT NO GR�� 25"X 17" 24" X 16" 16103 16103 16100 16103 L0298907 _ L0367488 L0430846 L0298908 _EA � EA � EA EA 2430 � �! 2436 FX 2450 TWIN 2460 TMP WDW VINYL SH W/GR & SCRN � WDW VINYL SH WHT W/GR &SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH W%GR &SCRN 28"X 3611 � 28" X 42" 28" X 60" 28" X 72" 16104 T L0354132 EA 3014 TRANSOM VINYL W/GR 37" X 17" � 3611 X 16" r 16104 L0354133 EA 3044 � TRANSOM VINYL W/GR � 37" X 53" � 36" X 52" 16104 L0324888 EA 3214 TMP I TRANSOM VINYL WHT NO GR 39" X 17" ( 3$" X 16' 16104 L032$436 EA 3616 ARCH TRANSOM VINYL WHT W/GR _ 43" X 23" 42" X 23" 36103. L0295456 EA 25 WDW VINYL SH CLEAR NO GR W/SCRN 38" k 63" � 16104 L0354134 EA 3624 ARCH TRANSOM VINYL W/GR 43" X 33" 42" X 33" 16103 L0300$3$ EA 25 ARCH TOP WDW VINYL SH W/GR &SCRN 38" X 67" 16104 L0329526 EA 4013 TRANSOM VINYL WHT NO GR � 49" X 16" 48" X 15" 16103 L0295460 � 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" 36100 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" 16100 L0300839 EA 25 TW W/ARCH � WDW VINYL SH W/GR & SCRN I 741/2" X 67" 16104 L0354135 EA 4626 ARCH TRANSOM VINYL W/GR S5"X 34" 54" X 34" 16100 16103 16103 16103 L0295457 L0317305 L0369490 L0295459 EA � EA EA EA 25 TWIN 25 W/1/2 RD �26� 26 ARCH TOP WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH W/GR &SCRN WOW VINYL SH CLEAR NO GR WJSCRN WDW VINYL SH W/GR &SCRN � 741/2" X 63" 38" X 86" 38" X 72" 38" X 76" _ 16104 L0354131 EA 5016 � TRANSOM VINYL W/GR 61" X 19" 60" X 18" Doors EA 2/86/8 Door 35 5/8" X 831/16" 341/8" X 82 5/16" 16103 L0361749 EA 26 TMP W/1/2 RND WDW VINYL SH W/GR &SCRN 381► X 95 EA 3/06/8 Door 39 5/8" X 831/16" 381/8" X 82 5/16" 16100 L0434442 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" AA #: 0003325 FAX:407-774-4078 www.abdesigngroup.com FSUBDIV. 8e LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) F'ROJECT# : R2065.068/000C PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDAD17 12,079 r,)7vE: � AIS/Ncp 1 O /5 /18 S SET �IIIIIIIIII �pmoomommm� FSUBDIV. 8e LO'I KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) F'ROJECT# : R2065.068/000C PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDAD17 12,079 r,)7vE: � AIS/Ncp 1 O /5 /18 S SET : R2065.068/000C PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDAD17 12,079 r,)7vE: � AIS/Ncp 1 O /5 /18 S SET PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 's 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UJ/ %8' LEG MAY BE U5ED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO 5E 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 01063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE UJ/ ASTM C1063 2. TIRE TIES TO BE (NO. 15) 0.0415' WIRE 3, BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN 8' THICK, 3 COAT CEMENT NOTE: PLASTER 51DE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING WR5 LAYER 12, FORTIFIBER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9' 61' (VERT.) O.G. MAX AT SUPPORTS (229 -MM). A5 PER A5TM C1063 1.5.1. NOTE: WR5 LAVER 01, 5TUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS, (OR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK .i•- LC - `. J > ,yid;7 .4• X y WOOD SHEATHING TO A TO 8' �( 116' TO8' PROTECTED FLASH TA MIN. PE BEHIND CONTROL JOINT WR5 01 TAPED TI PROVIDE 2X4 BLOCKING"PLAC= D SHEATHING w/ Wl FLAT MAX. (oTO 5' FROM CONTROL #2 OVER TOP. UJB JOINT WHEN CONTROL JOINT FALLS #2 TO RE LAPPE� ON STRUCTURAL STUD WOOD STUDS l VERTICALLY (o' MIN. f STUCCO OVER LATH VERTICAL LAP TO BE 1" I' MIN, LAP 0 MET< X X— 1TYPE N" CONTROL JOINT SCALE: RTS. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS SHEATHI METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. I HORIZONTAL LATH & PAPER DETAIL CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. (o' LONGER THAN THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE — WOOD SHEATHING WIDTH OF PIPE OPENING — WATER RE515TIVE BARRIER FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. >: TO 055 AROUND PENETRATION :...:� - STARTER STRIP (PER MANUR SPECS) N ; — MINIMUM CLEARANCE 1' OR LE55 PIPE PENETRATION (PER MANUR SPECS) rl — 5"X1' CONTINUOUS GALV. METAL • STARTING WITH THE BOTTOM DECK, NOT WALL SHEATHING) � C e - CAP SHINGLE - DO NOT NAIL — o HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (LENGTH W15E WITH ADHESIVE FLASH I AND APPLY IT TO THE TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE ALIGN THE PROTECTO FORM FLASH 1 STEP1 STEP 2 SAME MANNER, MAKING SURE WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE FORM FLASH i TO THE 50TTOM HALF OF PRESSED DOWN TIGHT TO THE THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. TAPE WR5 LAYER #I, PER FBG 8103.1.1 5TUCCOWRAP (OR APPROVED z EQUAL) DIRECTLY TO SHEATHING � z EXTERIOR LATHING AND PLASTERING UJRB LAYER 12 FORTIFIBER 76 a EXTERIOR USE OF PORTLAND CEMENT PLASTERBUILDING PAPER (OR SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) e REQUIREMENTS OF A5TM C 132(o -12A. METAL LATH INSTALLATION OF EXTERIOR LATHING ANDGTO OT PR E FORM FLASH 1 FRAMING SHALL COMPLY WITH ASTM C 1063-12A k ,:.. CONFORMABLE AIR/VAPOR X. BARRIER TAPE DIRECTLY .x TO SHEATHING INSTALL FASTENERSOCTIT SPRAY A H 5 L E PR D E IVE (CLIPS - STRAPS, STAPLES) ..•.i••,". DIRECTLY TO 055 AROUND AS REQUIRED TO SECURE ,X .. PENETRATION .PIPE/ WIRE TO FRAMING X.. ,x•• :..x, ELASTOMERIC COATING PIPE PENETRATION DETAIL • ,:,; (OR APPROVED EQUAL) 3SCALE: KT,S. ' OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) SECTION wimp 1-)L- I r.: N -1.1 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SCALE: KTS. NOTE: APPROVED BUILDING WRAP SHA:E3EPPED A MINIMUM OF (o' 6 VERTICAL LAPSDS) 4 (' Q HORIZONTAL LAPS. METAL LATH TAPE WR5 LAVER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING ,::Pk�'•'d`f3..,,r�£" kc•rMt�,tis4°A"'fi+N. L•q" r!w �` ?�-. roc fi; { 1' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL SIDING -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 scALE: KTS. STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 12, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 12 (FORTIFIBER BUILDING PAPER OR 7 APPROVED EQUAL) METAL LATH X X X X STUCCO �e C 4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / A6TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IU1RB: WATER RESISTIVE BARRIER A R C H IT E C TS 4Design Grouirinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 — WOOD SHEATHING Y — WATER RE515TIVE BARRIER - LAP 51DING (PER BUILDER) — MINIMUM LAP (PER MANUR SPECS) >: WEEP SCREED :...:� - STARTER STRIP (PER MANUR SPECS) N ; — MINIMUM CLEARANCE (PER MANUR SPECS) rl — 5"X1' CONTINUOUS GALV. METAL • STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) � C e - CAP SHINGLE - DO NOT NAIL — o SIDING -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 scALE: KTS. STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 12, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 12 (FORTIFIBER BUILDING PAPER OR 7 APPROVED EQUAL) METAL LATH X X X X STUCCO �e C 4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / A6TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IU1RB: WATER RESISTIVE BARRIER A R C H IT E C TS 4Design Grouirinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SVBDIV. & LOZ KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000a PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA OCT/' : 3 DA L: 10/5/18 SC S EET WAl Y 4) O C .� ca �omv0000ao� SVBDIV. & LOZ KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000a PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA OCT/' : 3 DA L: 10/5/18 SC S EET WAl Y 4) O C .� ca SVBDIV. & LOZ KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/000a PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA OCT/' : 3 DA L: 10/5/18 SC S EET WAl rl R C H IT E C TS . Desi n Grou lnC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 TEXTURED CEMENT I T I OU5 COATING WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) :X• WR5 LAYER 02, FORTIF15ER BUILDING } WOOD SHEATHING 1NPAPER TH I CK 3 COAT COR APPROVED EQUAL) VENT CAP (S TO 5E SET IN CONTINUOUS BED OF a CEMENT PLASTER WR5 LAYER #1, 5TUCGOWRAP (OR APPROVED :;.: SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WR5 APPROX. x APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y2" A50VE SHINGLES i NON-MOVA5LE FRAME AND STUCCO ON ALL SEALANT e ALL SIDES DIVERTER 1" MIN.X FLASHING SEALANT " JOINT5 ALL AROUND5ELF-ADHERING THICK, 3 COAT CEMENT PLASTER STEP FLASHING ° ��, �\ METAL LATH 6B ��j��RVENT BLOCK DRYFLEKT KICKOUT DIVERTER WR5 LAYER 12, FORTIP15ER BUILDING �r PAPER (OR APPROVED EQUAL) — BUILDING PAPER UNDERLAYMENT g �1����R�VENT�FRAME) g� OVER "QUICK FLASHFELT • .� PIPE THROUGH WALL - PER F5C R 03.`I.1 SHfNGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 30 FASCIA WRAP �om�ommaom� EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL 1 EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLA5H" ASTM C 92(o -12A. FASTEN 4" O.C. MAX. VENT PENETRATION A SCALE: KTS. INSTALLATION OF EXTERIOR LASHING AND FRAMING SHALL COMPLY WITH A5TM G 1063-12A WOOD SHEATHING WRB LAYER, FoRTIF15ER LEGEND WOOD WR5 LAYER #l, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION ;:: STUCCOWRAP (OR APPROVED EQUAL) (WR5 LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING 5 KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER #2 WOOD OR APPROVED EQUAL AT 50TTOM OF ROOF 4 WALL •-7& TEXTURED FIN15H WOOD UJRB LAYER 112 INTERSECTIONS FORT f F f SER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER COR S" CMU MEMBER Q I" O.C. MAX (FORT IF i SER BUILDING PAPER OR APPROVED EQUAL AREA TO RECEIVE 1 COAT OF 5HER CRETE APPROVED EQUAL) ..v,, /N TO %' MID -WALL :� • a a METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 $THICK, 3 COAT CEMENT WOOD FRAMED fi PLASTER WEEP 5CREED (o" WIDE STRIP SELF STUCCO --•__e .' °:. 4 d•; .• .4 ' SCRATCH COAT PRIOR TO ELEC. METER _ INSTALLATION WALL �/" TO/S" MID -WALL ADHERING FLASHING, GLEAN WOOD SHEATHING WEEP SCREED MASONRY BEFORE APPLYING 6ELF-ADHE51VE FLASHING 1 (PER 3/WA1) (o" 5ELF-ADHERING FLASHING TEXTURED FINISH e MASONRY - HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: '7A �F�RAME TO �FRAME(FRAME TO BLOCK METAL LATH: LATH To BE PER F5C 8103.1.1 / A5TM ELEC. METER FIELD VERIFY sCALr '7B SCALE: N.TZ.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 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION — - - ON TO 51 5 ONLY SEALANT P DE L CUT ENOUGH PROTECTO FORM N PCI 1 FLASH 5 TO CO OX L EE VERB 4 NOT :ATTACH E PER EACH SIDE.5TARTIN AT THE MANUF CIF IC T I ON55PEPA5T 50TTOM of THEBo X REMOVE E LINER AND APPLY GHBELEA5E MAK AN'X` CUT THROUGH PUSH THE PROTECTOCTO FORM CAVITY TO BEFILLEDWITH RIGID D CTOF0RM F A5IN TEPR PROTECTO FORM FLASH 1 . .H FLASH 1 INTO NfN OPENING GPROT 0 Y IG 50CYANAT - 0 M I Y N L E E P R PLSLED SINGLE N FASHION O G T COMPLETELY Y LE PLE EL IN CENTER O O E T F THE X E ER E5 AN A H O H D D T T ERE E ('GREAT STUFF' O SIMILAR) BOX. .y COVER ER THE OUTLET INTERIOR R10 O THEBOX R XO EXTENDINGTO NO CLOSER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 WR5 LAYER #1, STUCCOWRAP APPLY SEALANT' AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION — FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING FLASHING SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT APPLY E -Z BEAD . ° . ° . ° (OR APPROVED EQUAL) o o :. OVER 6Q MIN GRADE "D" �::�:: OVER STUCCO/ C.V. FINIS9,7 H (SEE TYPICAL WALL PER � OVER 5ELF-ADHERfNC� FLASHING o� :o SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 of WA1 OVER APRoVED HOUSWRAP � FELT -PROVIDE SEALANT ;o a� �: METAL LATH PENETRATION "PIPE PENETRATION DETAIL" )5—CALE: x.tZ. APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WR5 LAYER 02, FORTIP15ER AT ALL JOINTS AND:' INTERSECTIONS ° EXTERIOR T WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (ORECTRICAL STEP 4 STEP 5(:DA RECEPTACLE E. N.T,B. CST) STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) rl R C H IT E C TS . Desi n Grou lnC. 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 #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA OCT 0 b/1, D 'ISE: 16-/5/18 s E:1/4„=1,_0„ s EET WA2 �om�ommaom� SUBDIV. & LOT: KENSINGTON .RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA OCT 0 b/1, D 'ISE: 16-/5/18 s E:1/4„=1,_0„ s EET WA2 WOOD SHEATHING WOOD CONSTRUCTION LEGEND DRAINAGE PLANE (WRS LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL 1�R5 LAYER #2 %" HAT CHANNEL UJ/ %$" WR5 LAYER 01, STUCCOWRAP (1=0RTf1=fBER BUILDING PAPER TYPE 'X" DRYWALL (OR APPROVED EQUAL) OR APPROVED EQUAL) WOOD SHEATHING WR5 LAYER #2, FORTIF15ER BUILDING METAL LATH X X X X PAPER (OR APPROVED EQUAL) 1" THICK 3 COAT CEMENT STUCCO F7 ° . a. PLASTER WOOD SHEATHING WR5 LAYER #1, .. :. – 5 F- S V S STUCCOUJRAP (OR EL ADHE I E FLASHING AM APPROVED EQUAL) ��-f�1FUJC--(80 CUSTOM CASING BEAD (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER WR5 LAVER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) 10A FINISH LAYER (2 LAYER PEEL 4 STICK) (' PEEL 4 5TICK 6 DRIP EDGE TO DECK 1 Y'X1 %.' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL $ STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER V PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK I Y2'XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS /v4' GAP FOR SACKER ROD 4 SEALANT THICK, 3 COAT CEMENT —� PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) — CA51NG BEAD 3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX NOTE METAL LATH: LATH TO BE PER F5C 8103.7.1 / A5TM 0-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 s THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 411 POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) L�RP EDGE INSTALLATION 11 A .T,S. Y4' GAP FOR 5ACKE1� )/4' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT \ VINYL (OR APPROVED EQUAL) - VINYL (OR APPROVED EQUAL) CA51NG DEAD CA51NG BEAD WEATHER RE515TIVE BARRIER 01 WATER PROOFING 1st LAYER - IlJEATHER RESISTIVE BARRIER 02 (2 LAYER PEEL 4 5TI(--K) =COMPONENTS PULLED APART FOR CLARITY PEEL 4 STICK— DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR- . 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 - VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y2'X1 Y" P.T. OR SIMULATED WOOD (TREX) - WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 - DECK TO CANTILEVER OPT. SACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH %c WOOD SHEATHING WEATHER RE615TIVE BARRIER 11 f sssCOMPONENTS PULLED APART FOR CLARITY WEATHER RE515TIVE BARRIER 112 THICK, 3 COAT CEMENT 4" P051TIVE DRAIN WEEP 5CREED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD BALCONY DRIPE DGE INSTALLATION NOTE: SET RAILING LAG BOLT AT7ACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 12, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME i.T�. CORNER BEAD (FASTENER � SPACING � �" O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT NERBEAD @ BLOCK @&ffP. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 (o' 5ELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y2 X 3' 26 GA, GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE615TIVE BARRIER #i WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING (o' SELF ADHERING 4 FLASHING 1 /2"x3" "L" FLASHING FULLY EM5EDDED IN ROOF CEMENT Y" X 3" 2( GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, 2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG DEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER s" THICK, 3 COAT CEMENT PLASTER METAL LATH < WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE616TIVE BARRIER 112 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ "L" FLASHING ■ r r",-_ A R C H I T E C TS Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesi gngro up.co m AA #: 0003325 v� WR5 LAYER #11 O SELF-ADHEREING FLASHING VINYL (OR APPROVED—� EQUAL) CA51NG BEAD 5TUCCOWRAP (O APPROVED EQUAL) R P x WRAPPED 6 CORNER OF CANTILEVER HIK AMICO AM(0(0-WFWC-180 GAP x, AMIGO AM(o(o-WFWC-180 CUSTOM CUSTOM CA51NG BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS 5/8' TYPE "X' DRYWALL — DO NOT CAULK OR W/TEXTURED 4 PAINTED FIN15H SEAL GAP THICK, 3 COAT CEMENT - PLASTER CASING BEAD DETAIL @CANT. VINYL (OR APPROVED -- 10A FINISH LAYER (2 LAYER PEEL 4 STICK) (' PEEL 4 5TICK 6 DRIP EDGE TO DECK 1 Y'X1 %.' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL $ STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER V PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK I Y2'XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS /v4' GAP FOR SACKER ROD 4 SEALANT THICK, 3 COAT CEMENT —� PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) — CA51NG BEAD 3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX NOTE METAL LATH: LATH TO BE PER F5C 8103.7.1 / A5TM 0-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 s THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 411 POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) L�RP EDGE INSTALLATION 11 A .T,S. Y4' GAP FOR 5ACKE1� )/4' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT \ VINYL (OR APPROVED EQUAL) - VINYL (OR APPROVED EQUAL) CA51NG DEAD CA51NG BEAD WEATHER RE515TIVE BARRIER 01 WATER PROOFING 1st LAYER - IlJEATHER RESISTIVE BARRIER 02 (2 LAYER PEEL 4 5TI(--K) =COMPONENTS PULLED APART FOR CLARITY PEEL 4 STICK— DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR- . 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 - VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y2'X1 Y" P.T. OR SIMULATED WOOD (TREX) - WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 - DECK TO CANTILEVER OPT. SACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH %c WOOD SHEATHING WEATHER RE615TIVE BARRIER 11 f sssCOMPONENTS PULLED APART FOR CLARITY WEATHER RE515TIVE BARRIER 112 THICK, 3 COAT CEMENT 4" P051TIVE DRAIN WEEP 5CREED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD BALCONY DRIPE DGE INSTALLATION NOTE: SET RAILING LAG BOLT AT7ACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 12, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME i.T�. CORNER BEAD (FASTENER � SPACING � �" O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT NERBEAD @ BLOCK @&ffP. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 (o' 5ELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y2 X 3' 26 GA, GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE615TIVE BARRIER #i WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING (o' SELF ADHERING 4 FLASHING 1 /2"x3" "L" FLASHING FULLY EM5EDDED IN ROOF CEMENT Y" X 3" 2( GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, 2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG DEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER s" THICK, 3 COAT CEMENT PLASTER METAL LATH < WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE616TIVE BARRIER 112 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ "L" FLASHING ■ r r",-_ A R C H I T E C TS Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesi gngro up.co m AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA OCT 02,'10 JA 8 CANTWELL qR NO 12079 ATE: 10/5/18 CALF: 1/4"=1'— Cp SHEET WA� v� QD O ca L �IIIIIIIIII �omoa�mvoo� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA OCT 02,'10 JA 8 CANTWELL qR NO 12079 ATE: 10/5/18 CALF: 1/4"=1'— Cp SHEET WA� v� QD O ca L SUBDIV. & LOT: KENSINGTON RESERVE (LOT #68) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA OCT 02,'10 JA 8 CANTWELL qR NO 12079 ATE: 10/5/18 CALF: 1/4"=1'— Cp SHEET WA� WOOD 5HEATHING WOOD SHEATHING CURB LAYER #1, STUCCOUJRAP UJRB LAYER #1, 5TUCCOUJRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) UJRB LAYER 12, FORTIFIBER �_' � # UJRB LAYER #2, FORTIFIBER s T�-11CK, 3 COAT CEMENT UJRB LAYER 1, STUCCOUJRAP WOOD SHEATHINGY4' GAP TYP fi FASTER BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER GAVNaF3EAP METAL LATH APPROVED EQUAL) U)00 5H ATHIN (OR APPROVED EQUAL) # 1X TRIM MEMBER STUCCO r� TRIM D MTA ATH k ARB LAYER 1, STUCCOUJRAP TO 51DING TRANSITION URB LAYER , FORTIFfBER METAL LATH K UJRB LAYER #2, FORTIFIBER L �- : (OR APPROVED EQUAL) SIDfNG BUILDING PAPER S" THICK, 3 COAT BUILDING PAPER (OR S" THICK, 3 COAT CEMENT r " UJRB LAYER 12, FORTIFIBER CEMENT PLASTER M APPROVED EQUAL) PLASTER BUILDING PAPER COR APPROVED EQUAL) 5ELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL)WOOD SHEATHING FLASHING 7 ANGLED CA51NG BEAD METAL LATH _ ;. a THICK, 3 COAT s _ --- (EXPLODED [DRIP CAP CAP vt�u t~oR CEMENT (o"5ELF-ADHERING FLASNfNG (XPI.oDED _ _ PLASTER 4 8° THfCK, 3 GOAT CLARITY � � Vt�u1 FOR � CEMENT PLASTER WINDOW FLANGE r - DRIP CAF' CLARITY) WINDOUJ FLANGE UJRB LAYER 11, 5TUCCOUJRAP ' % WRB LAYER 11, STUCCOUJRAP UJRB LAYER #1, 5TUCCOUJRAP (OR APPROVED EQUAL) i # (01� APPROVED EQUAL) (OR AP'P'ROVED EQUAL) , , VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD , WRB LAYER 1, 5TUCCOUJRAP UJRB LAYER #2, FORTIFIBER BUILDING ::'= (OR APPfi�OVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) UJRB LAYER 12, FORTIFIBER BUILDING �" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) ' FLASHING OR PEEL 4 STICK 8" THICK, 3 COAT ; METAL LATH TO T CEMENT PLASTER , SIDING _ STUCCO UCCO THICK 3 COAT CASING BEAD SELF -ADHERING CEMENT PLASTER , 14 scam: rrT.s. �>-5Ec7ioN) FLASHING (0"5ELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH I' AME, NO BAND 13B FRAME,�11 BAND �U LAYER #1 STUCCO�U A 03A_WJ �t5. ��.�. �.T.�. RBL ER R P WOOD SHEATHING (OR APPROVED EQUAL) LEGEND UJRB LAYER #2, FORTIFIBER BUILDING WRB LAVER 11, STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) , (OR APPROVED EQUAL) DRAINAGE PLANE UJRB LAYER #2, FORTIFIBER WOOD SHEATHING (URLAYER #1 STUCCOUAP THICK, 3 GOAT - x BUILDING PAPER UEATHER RESISTIVE BARRIER) WEATHER RESISTIVE BARRIER (0' 5ELF-ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) ��" X -i %" LAP SIDING U)/�" REVEAL # UJRB LAYER VINYL (OR APPROVED EQUAL) METAL LATH WEA RE515TIVE BARRIER 1 (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD THICK, 3 COAT CEMENT (05ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #2 OR APPROVED EQUAL) «x '1-°�' PLASTER STARTER STRIP PER 5TARTER STRIP PER VINYL (OR APPROVED EQUAL) --- uiEu� FOR _ _ �_�-- _ - - METAL LATH x X X X � cLARtTY) MANUFACTURER'S INSTALLATION a MANUFACTURERS INSTALLATIONSTUCCO �� --� CA51NG BEAD INSTRUCTIONS o IN5TRUCTIONS ' �- DO NOT CAULK OR SEAL OPENING (0" 5ELF-ADHERING FLASHING WOOD SHEATHING �% - 5ELF-ADHE51VE FLASHING CASING BEAD @ RAISED GALV'D METAL "z" FLASHING -- GALV'D METAL "Z" FLASKING l 5)_�AL E BAND (I,RAME DO NOT CAULK OR SEAL OPENING NOTE. STUCCO CASING BEAD - METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM _ C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR -NOMINAL LATH DOES NOT MEET 5PECIFf CATION5) GALV'D METAL "z" FLASHING SIDING TO STUCCO BLOCK TO FRAME TRANSITION STUCCO �� SCALE: N.i.5. UCO CASING BEAD - g THICK, 3 COAT CEMENT PLASTER �" THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER ` (0" 5ELF-ADHERING FLA5HING SEALANT - GANN PF3EAG METAL LATH \ METAL LATH WOOD SHEATHING wiNDow SEALANT WEATHER RE515TIVE BARRIER #1 UJRB LAYER 021 FORTIFIBER BUILDING WEATHER RE515TIVE BARRIER 11 TO LAP WEATHER RESISTIVE BARRIER 12 WINDOW FRAME PAPER (OR AP'P'ROVED EQUAL);..:.::. MIN. ABOVE TOP of z FLASHING UJOOD SHEATHING :' a: °' : UJRB LAYER #2 FORTfFfBER %" X 1 %" LAP SIDING UJ/(o REVEAL-- WEATHER RESISTIVE BARRIER #1 WINDOW FRAME .— BUILDING PAPER (0" 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER 12 .. 4 M1 ---- (OR APPROVED EQUAL) �:. GALV'D METAL "z" FLASHING # ~~` --- E- BEAD VINYL (OR STARTER STRIP PER MANUFACTURERS CURB LAYER 1, STUCCOUJRAP DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) / APPROVED EQUAL) CA51NG INSTALLATION INSTRUCTIONS =y' WEATHER RE515TIVE BARRIER #1 TO LAP (0" WIDE PEEL 4 5TICK (UJ/%a" FLEXIBLE PVC BACKER DO NOT SEAL OPENING (0" MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL UJRB LAYER 11, 5TUCCOWRAP GALV'D METAL "z" FLASHING (OR APPROVED EQUAL) CA51NG 2X FRAMING (0 6" SELF -ADHERING FLASHING BUILDING WRAP 3 _ MEMBER R APPROVED EQUAL), E- BEAD VINYL - (UJ//S FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CA51NG # INCLUDED) MEMBER / WEATHER RE515TIVE BARRIER i �" SELF ADI ERING FLASHING (UJ/%g" FLEXIBLE PVC BACKER ROD) E -Z BEAD VINYL (OR APPROVED EQUAL) APPLY FULL BED OF SEALANT BETWEEN SHEATHING (0" 5ELF-ADHERING FLASHING CA51NG (UJ/%8" FLEXIBLE PVC BACKER %S" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 CLARITY WEATHER RE515TIVE BARRIER 12 SIDING TO STUCCO EZ BEAD WINDOW CASING �e�t RAME TO FRAME TRANSITION 1' 60.S. A R C H I T E C T S ■ L FAX:407-774-4078 :ww.abdesigngroLp.co m AA #: 0003325 j wwwwwoul SUDDTV LO'T': KENSINGTON RESERVE (LOT #fib) MODEL: LARGO (VERSION#01) PROJECT#: R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT TE OF FLOF OCA � 1 . JAMCANTWELL O 12079 nA E: O/5/18 CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WE) STUD WALL TEMPORARILY FOLD SECURE HOU5EWRAf ",R UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 18 9CA�= >v�.5. (FRAME) WALL FLASHING INSTALLATION DETAIL (MASONRY) FOLD HOUSE IN AT JAMB5 SLOPE SILL R EXTE INSTALL (o" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMB5 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN gTFP P ALIGN FLEXIBLE 5ELF-ADHERING �5HING LU/ INT. EDGE OF SILL R.O. MECHANICALLY FA5TEN FANNED EDGES. (CAP NAILS, 5TAPLE5) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE 51LL APPLY 3/s" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 - APPLY TO BACK AILING FLANGE IN -PUNCHED HOLES OR SLOTS. NOTE: 1, IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 5ELF-ADHERING FLA5HING MATERIALS USED DURING CONSTRUCTION. 2. IN5TALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" 5ELF-ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLA5HING INSTALL VINYL DRIP CAP SUPER STRETCH BUTYL FLASHING DAM5 REO'D. AT EACH END OF SILL " MIN. TEXTURED 'EMENTITIOU5 COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 IN5TALL A 511-L DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERIN6 STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIl INSTRUCT[ APPLY MEMBRANE FLASHING OVER JOINT " MIN. TEXTURED '.EMENT I T I OU5 COATING )VER BLOCK " WIDE ADHESIVE =LEXIBLE FLASHING :R DRIP CAR JOINT ;TO -WRAP BT-20XL %PPROVED EQUAL) " MIN. TEXTURED "-EMENT I T I OU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS RT.5. STEP 5 " MIN. TEXTURED �EMENTITIOU5 COATING AVER 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 a SUBDIV. ge LOT: KENSINGTON RESERVE (TOT #68) MODEL: LARGO (VERSION11 ff01) PROJECT#: - R2065.068/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA pCT 4g J r� :TE: 10/5/18 sHEET n1 e