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HomeMy WebLinkAbout3889 Crawley Down Lp 18-2905 Plans New construction SFHa DO -IL A VERSION 01 FORM kFCORD COPY a8t� CC)1,jSTP.',,1F-D TO BE A LiCE!tet orr-I VJITHITHE WORK AND NOT AS -ANCEL, ALTER OR SET C'OMPA("TION TEST REVIFwF IS IONS OF THE TECHNICAL -0 MR CODE COMPLIANCE JiErRovo or_ C,OF)F�ISSUANCE OF A PERMIT PREVENT RE C DIKED ,, ' HAtl PLANS EXAMINER THE P-JILnINIG OFFICIAIL FROM THEREAFTER ION OF ERRORS INP LANS, ?esullS I Verified (o -1%, RE001 i iNG A CORRECT CODE at Sl Inspection DATE CONSTRUCTION OR VIOLATIONS OF THIS 717,>1 SAN F0,fR-,LC; 8 2 9 0 5 anhomes-co 10 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION *FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS RYAN HOMES — ORLANDO (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER 4307 VINELAND ROAD, SUITE 102 AW. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 0 ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL CAB, CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS RYAN HOMES — TAMPA o OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 o CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN TAMPA, FL 33619 9 MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 4.1 STAIR SECTION o BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE C.T. CERAMIC TILE PLYWD. PLYWOOD 5 FOUNDATION PLAN — VASD = 116 MPH D. DRYER PR. PAIR 5A FOUNDATION DETAILS o RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED • STATE OF FLORIDA 9 EXPOSURE CATEGORY —EXPOSURE C D.G. DUAL GLAZED R. RISER 5B DOWEL PLAN PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5C LINTEL PLAN (LOTT'S) o 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL o 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5D LINTEL PLAN (CAST—CRETE) JAMES CANTWELL DP. DEEP REF. REFRIGERATOR LOCAL AND STATE CODES DR. DOOR IM. ROOM 5E LINTEL PLAN (QUALITY PRECAST) AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING 6 FIRST FLOOR FRAMING DTL. DETAIL S.D. SMOKE DETECTOR A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 7 SECOND FLOOR ROOF FRAMING PLAN 1441, NORTH RONALD REAGAN BLVD.EA. EACH SHT. SHEET 8 ENTRY SECTION DETAIL BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 9 FIRST FLOOR ELECTRICAL PLAN EXH. EXHAUST Sim. SIMILAR 9.1 SECOND FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD Dt SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D2 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D3 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE CHAMPION'S RESERVE 140—B FIG. FOOTING T.O.S. TOP OF SLAB D4 SECTIONS/DETAILS CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL D5 SECTIONS DETAILS GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D6 SECTIONS/DETAILS DRAWING CONTRACT DOCUMENT INTERRUPTER V.P. VAPORPROOF D7 WINDOW SCHEDULE HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER REVIEW BY BUILDER GYP. P. BD. GYPSUM BOARD W/ WITH WA1 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140—B HDR. HEADER W/H WATER I -MATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT. OR HT HEIGHT W.I. WROUGHT IRON WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION WA5 WALL ASSEMBLY DETAILS McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALC.'S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B IST FLR. LIVING 162 SQ. FT. BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B 2ND FLR. LIVING 1,125 SQ, FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B TOTAL LIVING 1,661 SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ENTRY 34 SQ. FT. GARAGE 452 SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED LANAI 140 SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF TOTAL Z513 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. rA R C H I T E C T S I PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1 SU3913131V. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) P3ROJECT#: 02997.000/118R1 PAGE: COVER SHEET L ARCHITECT: STATE OF FLORIDA /4 ? 41e? DAT : 5/31/18 Saihl,E: 1/4"=1'— 0" SHEET Csor 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 A.2. ATTICS W/ STORAGE 20 A.3. 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.1. *" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA, INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. AIT!- 1A1/4!41/ 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 AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 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'/2 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'/4". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). ■■ A AA\1l1V 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 Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN'/, INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH 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 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: C.I. #11 AND SMALLER 3/"" D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 3/4* SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. 13. 14. 15. 4 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 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. 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. 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 11240. 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. 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. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. 1 @ 16" O.C. I @ 16" O.C. @ 16" O.C. @ 16" O.C. I @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. !11 11..141.1/► 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 %1' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y2" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-Cl063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C TS Design Gruo�r��. 1414111. RVIYNLV Mr-MMAN OLYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: GENERAL NOTES ARCHITECT- STATE OF F=LORIDA DATE: 5/31/18 SCALE: SHEEETNor G 9 " \000000000 SvsDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: GENERAL NOTES ARCHITECT- STATE OF F=LORIDA DATE: 5/31/18 SCALE: SHEEETNor G 9 " 0 BAND DTL. N / \ +1 +2 +1 4" 2' 2 BAN/D, DTL. 2 1/2'�J- "�2 1/2" (DE-0- 2NDFLOOR ATTIC VENT CALCS A OF ATTIC 1171 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/300) 3.90 SQ -FT. REQUIRED VENTILATION AREA (3.90 x 144) 562.1 SQ -1N. MIN. REQUIRED VENTILATION IN UPPER IN -PORTION OF ATTIC (0.5 x 562.1) 281.0 SQ - OFF RIDGE VENTILATION AREA 115 %7./MT SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF TOTAL # OF VENTS REQUIRED 2.44 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 281 SQ - IN -REQUIRED LF OF SOFFIT VENTILATION 24 LF PROVIDED LF OF SOFFIT VENTILATION 122 LF ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 35 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.23 SQ.FT. REQUIRED VENTU:.A77ON AREA (0.23 x 144) 33.6 SQ -IK SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN /I"F REQUIRED LF OF SOFFIT VENTILATION 3 LF PROVIDED LF OF SOFFIT VENTILATION 25 IF LANAI ATTIC VENT CALCS 5RG, HGT. AREA OF ATTIC 140 SQ -FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.93 SQ.FT. REQUIRED VENTILATION AREA (0.93 x 144) 134.4 SQ - IN -SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN-/LF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 38 LF 18'-0 3/4" 5RG, HGT. 1-('-S 3/4" HDR. HGT. _ 2 8 � r 3, 10'-S 3/4' 2ND F.F. 9'-4" 5RG. HGT.4 4' WIDE STUCCO BAND (TYP) EXTURED CEMENTIOUS---' COATING PER (ASTM C926) (TYp) 0'-0" FIN, FLR. OL 11 12 5 6' WIDE STUCCO BAND (TYP) 18'-S 3/4" BRG. HGT. IMF 3/4" HDR. HGT. ,,,- 4' WIDE STUCCO BAND (Tip) "-2. WIDE STUCCO BAND (TYP) _ 4' WIDE STUCCO '- BAND (TYP) b 10'-8 3/4' 2ND F.F. N MF b9'-4" 5RG. HGT. 4' WIDE STUCCO BAND (TYP) STONE VENEER (TYP) — ��� IS' -S 3/4" 5RG. HGT. 1 -l' -S 3/4' HDR. HCxT. 1'-0° 10'-S 3/4" 2ND F.F. 9'-4" 5RCa, HGT. 8'-O" HDR. HG TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR. FRONT ELEVATION 4 SCALE: 1/4 = 1'-0' ELEVATION 'C' OFF RIDGE VENT C TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) iFETMIN MINE mmi � 6' WIDE STUCCO BAND (TYP) 18'-S 3/4" BRG. HGT. IMF 3/4" HDR. HGT. ,,,- 4' WIDE STUCCO BAND (Tip) "-2. WIDE STUCCO BAND (TYP) _ 4' WIDE STUCCO '- BAND (TYP) b 10'-8 3/4' 2ND F.F. N MF b9'-4" 5RG. HGT. 4' WIDE STUCCO BAND (TYP) STONE VENEER (TYP) — ��� IS' -S 3/4" 5RG. HGT. 1 -l' -S 3/4' HDR. HCxT. 1'-0° 10'-S 3/4" 2ND F.F. 9'-4" 5RCa, HGT. 8'-O" HDR. HG TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR. FRONT ELEVATION 4 SCALE: 1/4 = 1'-0' ELEVATION 'C' OFF RIDGE VENT C TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0 REA ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'Cl 3/4' 5RG. HGT. 1l'-8 3/4" HDR. HGT, 1-o■ 8 r- 10'-8 3/4" 2ND F.F. 9'-4" 5RG. HGT. HGT. 0'-0" FIN. FLR. A R C H I T E C T S DesoifnGrou��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r c� 0 REA ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'Cl 3/4' 5RG. HGT. 1l'-8 3/4" HDR. HGT, 1-o■ 8 r- 10'-8 3/4" 2ND F.F. 9'-4" 5RG. HGT. HGT. 0'-0" FIN. FLR. A R C H I T E C T S DesoifnGrou��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � 00000000 SUMDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT. STATE OF FLORIDA DA": 5/31/18 SCALE: 1/4"=1'-0" SHEET 1 or 9 18' -8 3/4' BRG, HGT. OFF RIDGE VENT C TEXTURED CEMENTIOUS COATING PER (ASTM 12 CW6) (TYP) Q II V 10'-0 3/4" 2ND F.F.,h _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - — 9'-4" BRG. HGT. S'-0" HDR, HCxT. 1'-211 TEXTURED CEMENTIOUS COATING PER (ASTM OPEN 0 C92(0) MID) 1 0'-0" FIN, FL R. -- - -u-- -- - - - —�- - - - - - - - - LEFT SCALE: 1/4 = 1'-0' 18'-8 3/4" BRG, HGT.,b _ ll' -8 3/4" HDR HGxT.� - - - - - - - - -- --- - ELEVATION 'C' OFF RIDGE VENT U C TEXTURED CEMENTIOUS COATING PER (ASTM rIr C92(o) (TYP) 11-/J111 � Su 10'-8 3/4" 2ND F.F.O _ 9' - 4" BRCS. HGT. oL 81-0" HDR. NCxT.b _ _ _ --------------------- 4' _________-4' WIDE STUCCO BAND (TYP) - SCONE VENEER - 011 TEXTURED CEMENTIOUS 61 ITTPa COATING PER (ASTM .I C926) (TTP) 0'-0" FIN. FLR. \.Fztt — _ _ _ e c{1 RIGHT ELEVATION SCALE: 1/4 = 1'-0' - ELEVATION 'C' 18'-8 3/4" BRG. HGT. 12 8 8'-0" HDR. HGT, 4' WIDE STUCCO BAND (TYP) STONE VENEER (TYP) d- `� LO' -O' FIN. FLR- (OPEN) IS' -8 3/4' BRG. HGT. 12 5 010'-8 3/4" 2ND F.F. 9'-4" BRG. HGT. S'-0" HDR. HGT. -211 `r I 0'-0" FIN. FLR. rA, R C H I T E C TS Design Group Ine. LUINuvvuuu, rL 3L /5u PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: LEFT & RIGHT ELEVATIONS L =mod ARCHITECT. STATE OF FLORIDA DATE: 0//31/18 SC 1/4"=1'-0" SHEET 2 OF 9 �000000000� SU13DIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: LEFT & RIGHT ELEVATIONS L =mod ARCHITECT. STATE OF FLORIDA DATE: 0//31/18 SC 1/4"=1'-0" SHEET 2 OF 9 CONROM9 AND CLADDM WILD LOADS SAM WILD EXPOSURE FOR 3 SECOM GLWM cALL fF SQ. FT. CALC.9S zoPE uo ww 1 IST FLR. LIVING 2ND FLR. LIVING 162 1,125 SQ. FT. SQ. FT. 2689/-32b9 WRAP TO 8'-4' AFF. TOTAL LIVING ENTRY GARAGE LANAI 1,881 34 452 140 SQ, FT. SQ. FT. SQ, FT. SQ. FT. 2 24 3080 DR TOTAL 2,513 SQ. FT. 11 2 4 CONROM9 AND CLADDM WILD LOADS SAM WILD EXPOSURE FOR 3 SECOM GLWM cALL fF O AAW DESKMTM zoPE uo ww 1 112 161-01 xD'-0' S 2689/-32b9 WRAP TO 8'-4' AFF. 2 24 3080 DR 4 30.08/-32.18 3 11 2 4 3084/-3355 COLUMN WIDTH I 4 11 25 -SH 5 30.84/-3355 5 11 25 -SH 4 3084/-3355 6 65 8080 SGO 5 2859/-3129 6A 33 (2) 25 -SH 5 29.41/-32.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VA5D =116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2xb u • 16, O.C. ,CABINET 5 1/2' 2'-0" 1'-0" lop = N m SECTION FIRST FLOOR PLAN SCALE. 1/4 = V-0' ELEVATION 'C A R C H I T E C T S DesoinGrou��. PH: 407-774078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r 14'-0" Xb P.T. POST W/ WD. � WRAP TO 8'-4' AFF. ------------- I X BEAM TO MATCN I I COLUMN WIDTH I 5'-2" IB' -10" II II 12'-0" _ ecn II I 6,0 I I LANAI I I I I 14'-0'x10'-0' I I I I 9'-4' CLCs. I I II O I II \0000000001 25-6N 25-8,H — 0 0 I 6A HB GREAT ROOM I DINING ,CLCs 9'-4' as N 9'-4k I '` cv I A vl� cls cs� �< �� • e i N► O4.1 X4 POS -' I SINK 10" 10' CT u___ _J 61 4'-2' '-�" �'-10" KITCHEN IA UP 9'-4' CLCs c!� @ NOR a 8'-0' 4 N RANGE m -- 0 --- FANRY --L5W ' HIGH WH 4 -SN �„ 0 RAILING VENT. LBW - MiUAVE TO `r EXTERIOR COND 08BOLLARD 0 all it 4'-2"4'-4" 6'-4" 2'-6" 2'-il" m FOYER 9'-4' CLG. X4 POST - 2 -CAR GARAGE 20'-0' x 20'-4' POWDER 'L�� 9'-4' cL�. -' N s J PED. `Q 0 2'-2" �'-0 e I ENTRY 4 LINE of 2�a tt _� ■ 9'-4' CL& -1 FLOOR ABOVE _ARCH _ — — — — — o I I - STONE --------------- I6'-0' X 1'-0' OHGD VENEER STONE (TVP) �� 2'-S" 5'-4" 8 2'-8" 16'-0" 2'-S" VENEER (TVP) 21'-4" 301-0" FIRST FLOOR PLAN SCALE. 1/4 = V-0' ELEVATION 'C A R C H I T E C T S DesoinGrou��. PH: 407-774078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 SVBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FIRST FLOOR PLAN ARCHITECT - ,STATE OF FLORIDA DATE: 8 /31 /18 SC ':1/4"=1'--0" SHEET OF 9 C O PONENr AND CLAMM WIND LOADS BASIC WINO EXPOSURE FOR 3 SECOND OAMS CALL i FOCTACIE DESK)NIATIOM ZONE 150 MPH WIND 1 30 (2) 3OW-W 5 291o2/-38.15 2 15 3050- 5 3106/-4103 ESS 3 9 3030 -FG 5 31.90/-42.10 4 15 GW88 5 316/-4103 5 15 EWSS 4 3106/-33.16 6 5 4013tTRANNSOM 4 31.90/-34b0 � 1 15 E W86 4 31061-336 8 8 2040 -SH 4 31.90/-34b0 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =11(o MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F�FRIOR I.TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS T-0'FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY LINE OF 1st FLR BELOW I I I I I I I I 30' -0" 14'-2" I 5'-0" 4'-4" -4" 5'-2" 0 0 3'-4" 5'-10" 13'-4" Q 1 4013 3050 -SH 4 3050 -SH I TRANSOP EGRESS ECxRE58 O OI (TEMP.) SECOND FLOOR PLAN SCALE: 1/4 = 1'-0" ELEVATION 'C' r -A R C H I TEC TS 00 Design G rou�rn�. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 0x3 iR-iSH m 0 � ' I r STUD I ti's R/T I 1 W.I.C. r OWNERS SUITE =s 0. BATH 8'-0' C% I (CARPET) STUD 13'-0' x V-6' C( R/T 8'-0' CL& (TIC L LAV LAV (CARPET) 4 -SH — — IR -ISH 3'-4" 6° `21-011 0 I a V-1 BEDROOM #3 ' il'-b'x 10'-0' 8'-0' CLC, c (CARPET) 0 0 N _ "- --36'x22' wl IF ATTIC _ 'u - rl) -I ___JL - LAY �, 8 N LAUND. ti•-� ci BATH 1 m o0 8 -0l CLG 1' - 2" (TILE) 3'- � 6-93-4 '-2' -2, -0 O -4 - - NJ v TUB C 0 4X8 - - POST _ .t LOFT LOFT � •6 Cal ------- tt (CARPET)—V DN. `v STUD r - BI -FOLD , � r N G)3030 BEDROOM#2 -FG 81-01 CLcx (CARPET)3050_SH O N EGRESS (2) 3050-SH0 - L — — — — — — — ECSs --- - - ---� LINE OF let — — ------ ------ FLR BELOW J- -4'-4" 41- 4 N 4'-4" 5'-3" 5'-3" 5'-5" 5'-5" 10'-10" 30' -0" SECOND FLOOR PLAN SCALE: 1/4 = 1'-0" ELEVATION 'C' r -A R C H I TEC TS 00 Design G rou�rn�. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � X0000000001 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL-. DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECOND FLOOR P LAN ARCHITECT STATE OF FLORIDA DATi: 51 /31/18 SCALE: 1/4"=1 J-0" SHEET i OF 9 10'-8 3/4' 2ND. FIN. FLR V-4' BRC%. HT. 0'-0' FIN. FLR , 0. SUITE 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. FLR TRUSSES PER TRUSS PLAN STAIR DATA: 17 RISERS ®7.55" 16 TREADS ®10" +1" NOSING 11w 2x4 P.T. PLATE SECURE W/ - 10d CUT NAILS 16' O.G. MAX. / (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE HAND RAIL / / / / MIN. / 1 1/4' / x MAX / 1— m Q W / QL / / / POWDER ROOM / / / / —j' KICKPLATE 2x12 STRINGER ' (3) 2x12 SYP STRINGERS SECURED W/ 126 NAILS 0 6'-S' O.C. —2x12 S.Y.P. TREAD 2x4 RE-INFORCING • EA 2x12 STRINGER 1 STAIR SECTION A R C H IT EC T S 4/Design GrouFrnc. 1441 N. RONALD REAGAN BLVD. 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FRAME WALL TO TVP. RETROFIT FORN. VARIES PER ELEV. L.B.W. W NO -UPLIFT AT L.B.W. BLOCK WALL CONNECTION OMITTED DOWELS TIE ORTIC.4L RESAR L TO HORIZATIONAL AT A : .1 _ REBAR W/ 10' HOOK a d (� ? TIE VERTICAL REBAR 9 SCALFs IR'■I'-o' B SCN.Fs 117.1' 12 SCAI.Ez V2'.1' 0 L TO HORIZAtIONAL U b PVC CHASE 7HRU FOOTING GROUTED BOND BEAM _ RESAR W/ 10' HOOK g' VARIES 8' 1 -STORY VARIES PER ELEV. ° VARIES PER ELEV. (2) 45 REBAR ON C14AIM � d ° CAULK AND SEAL 2 -STORY z 3' 3' (3) 45 REBAR ON CHAIRS L d GROUTED MOND BEAM a d l2J 8 REDAR I -STORY d n :r (3) 9 RECAR 0 2 -STORY d `r d < OUTSIDE REBAR t0 SE ° \\ \\ \\/ GAS LINE d d CONTINUOUS (IJ U REBAR VERTICALLY W/ GONG a 1°�OLI�D CELL x\/X\�/�\\ ° °a ° ° /�/j // \��/ i k PVC SLEEVE FOR GAS LINE ° e R -4J MSW_ MM d // /Cm am\\ \\/ 8. 1 /i,./ . I/2' GYP LLL BD. (1) *5 - CONT. ? 4 z WOOD DASH s i/1' DRYWAL-L 2'-I' MIN. LAP I W 3 1/2' cOMC, FIE". W/ b5t6' SHOWER RECESS FOOTER � � Z ° W,4xW1,4 WWF OR FiBERMESH ON 1 O eca.E= r.r-o' WOOD BASE REBAR LAP AT FOOTING 6 POLY ET♦Hl ETHYLENE VAPOR 'OR qn REWIRED a d G E4NOl1T REQUIRED BO CLEAN TERMITE TREATED FILL FOR INSPECTION FOR INSPECTION z Z V RECESS FOR a d' SrGD. TRACK a a �n4L 4 � N N a� a' L 6' FINISH FLOOR �p b' PVC CHASE T1�4U FOOTING ° 0'-0' FM. MR. 0'_0' FIN. RLR a a • ° °a TIE VERTICAL RE SA1R ° °a TIE VERTICAL REBAR w d a Q (1) r5 VERT. DOWEL ° a TO 14ONZATIONAL. ° d � 70 HORIZATIONAL R n a < a LAPPED W/ BOND SEAM I -STORY a. < REBAR W/ 10' HOOK a ; , (I) O5 REBAR AT CORNERS REBAR W/ 1m HOOK .b .d s (2) $ RESAR ON CHAIRS d 8 a Ul/ 25' LAP MM. M 2 -STORY a a (3) O5 REBAR ON CHAIRS HORIZONTAL/ VERTICAL °q. °,... 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORm ING F BEARING CHANGE 11 xALE= I'•►'-®' G OC AT LINTEL ■1CORNERSaCALEs W, D rA R C H I T E C TS Design Grou�rn�. LUNGWUUD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DAT . \5/31/18 SC :1/4"=1'-0" SHEET 5 Ao P- 9 \OOOOOOOODJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DAT . \5/31/18 SC :1/4"=1'-0" SHEET 5 Ao P- 9 11'_ICJ" ■ ■ ■ ■ ■ ■ ■ ■ ol INS ■ 2-11_4G 281_0" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - N i 0� a c{1 � ■ N J c� ■ _ ■ ■■ 8 ■ I.D 2'-411 ■ ■ ■-------------------- ■ ■ ■ 2._-411 191-0" DOWEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'C' A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \DDOOOOOOOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA JA CANTWELL O 12079 D E: 5/31/18 SCALE: 1/4"=1'—O"" SHEET 5BOF 9 CL-2e �� ib' -0' X i'-0' 014GO LINTEL PLAN - SCALE: 1/4 = 1'-0' ELEVATION 'C' GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2107. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4- AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI 2.12, PRE -CAST W/PRESTRES5 REINFORCEMENT -6000 PSI 2.13. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.22. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23, PRE -STRESSED STRANDS ASTM 4416 1 -WIRE, STRESS RELIEVED 210 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3, MASONRY: 3.1. DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY A55OCIATION AND AGI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSI. 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLOR'DA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 EXTERIOR MASONRY WALL Bid's. I -EIGHTS 1111 9'-4' BRCS. LOAD 5%. WALL NON -BRCS. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8' x 8" LINTELS LINTEL SAFE LATERAL LOADS (PLF) Total Length T 8'x8' PLAIN SOLID 2'-10' Recast I'm 3%4 3'-6' Recast 1168 2316 4'-0' Recast 844 1614 4'4' Recast 636 1266 4-8' Recast 586 1163 F-4' Recast 666 1355 5'-10' Recast 543 105 6'-4' Recast 634 1364 6'-6' Recast 612 12M 6'4' Recast 518 1111 1'-6' Recast 446 936 1.4. Recast 425 894 6.0' Recast 381 814 V-4' Recast 354 145 9'-4' Recast 211 583 10'-6' Recast IV 453 II' -4' Recast 19B 620 12'-0' Recast 164 549 12'-6' Recast 143 504 13'4' Recast 116 404 14'-0' Recast 99 391 14-8' Prestressed NA 341 15'-4' Prestressed NA 302 Il' -4' Prestressed NA 213 19'-4' Prestressed NA 116 20'-0' Prestressed NA 159 21'-4' Prestressed NA 131 22'-4' Redressed NA 120 24'-0' Prestressed NA 93 NR = Not Recommended LINTEL (PL SAFE LATERi1611 Total Length Type 8' DOOR HEADER PLAN 3'-8' Precast 1112 L-2 4'-1' Recast 950 4'-2' Recast 861 1521 4'-4' Recast 185 1386 4'-6' Recast 659 1165 4'-6' Recast (150 lilt 4'-6' Recast 504 %4 T4, Recast 411 l8l 8'•B' Recast 356 664 9'-8' Retest 286 535 OTT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE V-4' SRG HT. COMMENTS L-1 ll' -4' 8/36-641)l/ll PRESTRESSED L-2 4'-6' 8/14-6411U/1&L RECESSED L -2A 6'-8' 8/8-64DUKUL f � . L-25 4'-0' 8/ib-S-llzlllOJL ::5 L-3 4'-6' 8/16-5-111/!011. 100 L-4 4'-6' 8/I6 -S-1111/1011. (2) 12 L-5 4'-6' 8/ib-6-(I)J1(0)L 3831 L-6 9'-4' 8/1b-6•l1wlUL T-8' L -6A '1'-8'I bAb-S-IUU/lilL 1183 l -1I` 8/16-S-(1) #5/11) #5 PRECAST NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16-P-#U/#Ll No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3a, 1) #5 CONTINUOUS 316 8'X16" KNOCKOUT BLOCK 4C4 • •� • (PLACED INFIELD) s (PLACED IN INFlOUELTD) •.• : TOP BARS' ij SEE SCHEDULE •� (1) #5 CONTINUOUS f � . PRECAST (2) 12 7W32* STIRRUPS AT 4!-W cc ED OR WELDED) ::5 7/32" STIRRUPS AT 4'-0' cc (TIED OR WIELDED) ttiJ� .gip r go 8529 100 BOTTOM BAR 2'-2' SEE SCHEDULE (PRECAST) l -1I` 8/16-S-(1) #5/11) #5 PRECAST NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16-P-#U/#Ll No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3a, (2) STRANDS 7/16"-- Ij' 7 WARE STRESS RELIEVED MIN. 270ks1 PRESTRESSED CABLE 8/16-S--(1) #5/(1) #5 PRESTRESSED (1) #5 CONTINUOUS 3 8"X16" KNOCKOUT BLOCK ��- ••• • (PLACED INFIELD) dim r TOP BARS- i� SEE SCHEDULE GRAVITY CAPACITY !11151. (I)65U (i) #5 CONTINUOUS UPLIFT CAPACITY (IML (2)511 2'-10' f � . PRECAST (2) 12 7W32* STIRRUPS AT 4!-W cc ED OR WELDED) 4245 1809 (2) STRANDS 7/16"-- Ij' 7 WARE STRESS RELIEVED MIN. 270ks1 PRESTRESSED CABLE 8/16-S--(1) #5/(1) #5 PRESTRESSED KR - NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR lOML (1)51 (IML (I)SU (051. lIMU (IML (1150 TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)5L MSU (IML (U5U (IML WSJ (VISE (2).5U TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (IML MSU (I)SL (1511 (IML (2)5U -4 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPELINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (1)51 (IML (9I5U (I)SL NSU (1)51. (1151 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)5L (1)51 (IML 0)5U (1)51. (IMV (1)51. (2)5U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LNTEL TYPE LINTEL STEEL UNFILLED GRAVITY �=VITr UPLIFT UPLIFT _ETXiTH SPAN GRAVITY CAPACITY ITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (IML (0)SU (IML (IMV (TML (I)SU (TML MSU 3R,' 316 '4 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TTPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (IML (IMU !I)5L WSU (IML (2)511 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT ENGT14 SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (051- WSU (IML MSU (IML (2)5U TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT _EN'L BPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0151. (IMV (I)SL (IMV (IML W% (IML (2)15U IF 8114-S-(1) #5Al) #5 32' 3a, A R C H IT E C TS LONGWOOD, FL 32750 .. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR LWLLED GRAVITY CAPACITY (I)"5L GRAVITY CAPACITY (0)SU GRAVITY CAPACITY !11151. (I)65U UPLIFT CAPACITY IML (IMV UPLIFT CAPACITY (IML (2)511 2'-10' I' -b' PRECAST (2) 12 (2) 4 4245 1809 1809 8529 100 3'4' 2'-2' PRECAST (2) 12 M-2 2415 3831 3831 4815 4815 4'-0' T-8' PRECAST (2) 4 (2) 4 1183 2111 2111 3386 3386 4'4' 3'-2' PRECAST (2) 4 (2) 4 1343 2165 1 2165 2608 1 2608 3'-4' PRECAST (2) 4 (2) 4 1232 2011 2011 2421 2421 5'4' 4'-0' PRECAST (2)3 (2)4 1006 1651 1651 1810 1881 5AV 4'-6' PRECAST (2) 3 (2)'2 860 1423 1423 1410 1609 6'-4' F-0' PRECAST (2) 4 (2) 4 140 1283 1283 1216 1405 11'-b' 5'-2' PRECAST 1214 (2)4 110 1232 1232 1145 1348 6'-8' F-4' PRECAST M-4 (2) 4 682 1184 1184 1081 1295 1-6' b'-2' PRECAST (2) 4 (2)4 510 991 991 825 1082 T-8' 1'-4' PRECAST (2) 4 (114 551 959 969 184 1041 8'-0' 6'-8' PRECAST 111.4 M-2 518 902 Sm 112 954 V-4' 1'41' PRECAST (2) 4 M-2 1 488 w 851 648 921 9'-4' V-0' PRECAST (2)4 (2)4 1 41b 126 126 499 lw 10'-6' 9'-2' PRECAST (2) 4 (2) 4 354 618 618 350 613 II' -4' 10'-0' PRECAST (2)s 1213 315 561 561 1 311 601 17-0' IID -8' PRECAST (2)s MS 292 525 525 211 561 12'•6' II' -2' PRECAST (2) 5 (2).3 211 498 4% 251 512 13'-4' 7-0' PRECAST (2).5 MIS 255 458 458 214 442 14'•0' 12'-8' PRECAST (2).1 (2) 3 239 430 430 190 355 14'-8' 13'-4' PRESTRESSED (214 (114 NR 418 416 230 446 V4 W-0' PRESTRESSED (2) 4 (114 N.R. 319 319 210 401 Il' -4' 16'-0' PRESTRESSED (2) 4 (2) 4 NR 288 288 163 3N 19'-4' 0'-0' PRESTRESSED (2)s l2) 3 NR 224 224 131 254 20'-0' 18'-8' PRESTRESSED (115 (2) 3 NR 201 101 112 131 11'-4' 2ID'•0' PRESTRESSED (2) 5 (2) 3 KR Ill Ill 101 208 22'-0' 2ID'•8' PRESTRESSED (2)s (2) 3 NR 164 164 100 I% 24'-0' 22'-B' PRESTRESSED (2)`5 11) 3 NR. 132 132 84 163 KR - NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR lOML (1)51 (IML (I)SU (051. lIMU (IML (1150 TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)5L MSU (IML (U5U (IML WSJ (VISE (2).5U TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (IML MSU (I)SL (1511 (IML (2)5U -4 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPELINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (1)51 (IML (9I5U (I)SL NSU (1)51. (1151 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)5L (1)51 (IML 0)5U (1)51. (IMV (1)51. (2)5U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LNTEL TYPE LINTEL STEEL UNFILLED GRAVITY �=VITr UPLIFT UPLIFT _ETXiTH SPAN GRAVITY CAPACITY ITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (IML (0)SU (IML (IMV (TML (I)SU (TML MSU 3R,' 316 '4 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TTPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (IML (IMU !I)5L WSU (IML (2)511 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT ENGT14 SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)51. (IMV (051- WSU (IML MSU (IML (2)5U TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT _EN'L BPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0151. (IMV (I)SL (IMV (IML W% (IML (2)15U IF 8114-S-(1) #5Al) #5 32' 3a, A R C H IT E C TS LONGWOOD, FL 32750 .. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \ODOOOOOOOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/11881 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT - STATE OF FLORIDA DA176 5/31/18 SCA -LE: 1/4"=1'-0" SHEET 5COF 9 ARCH IT EC TS Desi n Gr u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �DDDDOOOOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT: 02997.000/118R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT. STATE OF FLORIDA JAMSCANTWELL AR iN0'12079 D :, 5/31/18 S eLE:'1/4„=1,_o„ SHEET 5DOF 9 QUALITY PRECAST COMPANY Eis'STRONG' ON SERVICE P.O.ox 11 . - Brandon, Florida 33509-0011 LINTEL NO. LENC%TH TYPE: 9'-4' BRG. HT. COMMENTS L -I I1'-4' 8/36-6-(1,UKUL PRESTRESSED L-2 4'-6' 5114-6-MML RECESSED L -2A 6'-6' 8/8-6-(Ul1/(I)L LINTEL TYPE L-25 4'-0' 8/16-6401LU(IX GRAVITY L-3 4'-6' 8/16-s-(UU/(0X SPAN L-4 4'-6' 8/16-5-MLIKOJL CAPACITY L-5 4'-6' 8/I6-6-(MLIKO L 2625 L-6 V-4' 8/16-5-(1 MI L (1)#5L (1)#5 L -6A T-6' 8/16-5-(U ML 2 No. 4 EXTERIOR MASONRY WALL BRG. WEIWTS BRG. LOAD BRG. WALL NON -5%. WALL CL-2e \1� 16'-0' X 1'-0' OHGD LINTEL PLAN - SCALE: 1/4 = V-0' ELEVATION 'Cl 7-6" 6'-2" REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES 2 No. 4 SAFE WORKING LOADS (PLF) 8" X SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS PRECAST LINTEL CLEAR LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM BAR WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 2625 2625 2421 (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1�#5U (1)#5L (2)#5U (0)#5L (1)#5U 2 No. 4 2153 2153 1881 2139 10'-6" (0)#5L (1)#5U (1)#5L (1)#5U (2) D4.5 WIRE (1)#5L (2)#5U 1777 1777 1448 DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL'K' (1)#5L(1)#5U V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 DETAIL'U' DETAIL'V' DETAIL'U' &'V' DETAIL'W' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 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 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 1 3369 2174 3572 13-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 1 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 1918 2121 9'-8" 8'-4" 2 No.4 PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD WIRE/ BAR BOTTOM BAR SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD 2 No.4 SOLID #5 (2) U (1) DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2 No.4 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 2 No.5 3053 5'-8" 4'-4" 4'-0" 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 1578 1578 7'-8" 6'-4" 2 No.5 PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 2 No.5 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No.5 1250 1250 658 1300 7-6" 6'-2" REINFORCING SCHEDULE & LOAD CAPACITIES (2) D4.5 WIRE 2 No. 4 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 6'4" PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 2831 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (2) D4.5 WIRE 2 No. 4 2625 2625 2421 (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1�#5U (1)#5L (2)#5U (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 14'-9' 1 13'-4" PRESTRESSED 15-4" 14'-0" PRESTRESSED 17-4" 16-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'-4" 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 1 22'-8" PRESTRESSED TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER F LOWER LINTEL CAVITY TOTAL TLEARDOR -ENGTH LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL -DA' DETAIL'DB' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 929 929 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 559 559 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 9'$' 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 294 510 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I F LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH TOTAL CLEAR LENGTH SPAN QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT (PLACED IN FIELD) 2' TOP LEG BARS: /-(SEE SCHEDULE) - (1) #5 CONTINUOUS RECD. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE 7 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2'2' -f--r 7 (1) #5 CONTINUOUS REQ -D. PER STRUCTURAL PLAN 732" STIRRUPS AT (TIED OR WELDED)4'-0" cc n BOTTOM BARS ^!N SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 TOTAL CLEAR LENGTH SPAN 2 No.4 GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID PLAIN #5 (1) U (0) L #5 (1) U (1) L (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 1919 2143 2143 2 No.4 1753 1753 4'-0" 2'-8" 2'-4" (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2'-6" 2 No.4 1473 1 1668 1668 1376 1376 (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 1284 2 No.5 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 831 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 (2) No. 3 (2) 7/16 strand + 834 834 390 763 6'-0" 2 No.5 542 669 669 462 537 (2) No. 3 (2) 7/16 strand + 720 720 366 716 393 2 No.5 GRAVITY & UPLIFT SAFE LOADS (PLF) Tx32" RECESS DOOR HEADER (2) No. 3 7/16 strand + 191 Nn .5 642 642 306 599 A R C H IT E C TS GDesign rou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 GRAVITY & UPLIFT SAFE LOAD PLF TxT RECESS DOOR HEADER TOTAL CLEAR LENGTH SPAN DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL SIZE WIRE/ BAR STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID PLAIN #5 (1) U (0) L #5 (1) U (1) L SOLID SOLID #5 (1) U (0) L #5 (2) U (1) #5 1 U 1 L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" N-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.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) Tx32" RECESS DOOR HEADER TOTAL LENGTH CLEAR DOOR SPAN 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 05(1)U(11)L SOLID #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 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 TOTAL LENGTH CLEAR DOOR SPAN SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID SOLID #5 (1) U (0) L #5(1)U(1)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR DOOR SPAN SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD WIRE/ BAR BOTTOM BAR SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N-9' 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'4" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6' 8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 A R C H IT E C TS GDesign rou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 sUHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/11881 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA DA E• 5/31/18 SWEET 5E OF 9 \000000000 sUHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/11881 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA DA E• 5/31/18 SWEET 5E OF 9 HEADER S (HEADER SIZES UN.C.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 UP TO W-4' SIMPSON 5'-4' TO 1'-0' USP 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 8 META -16 1450 HTA 16-I6 1400 (1) 10d x 1 1/2' I -PLY, (6) Ibd 2 -PLY, (U5P: (10) 10d X 1 1/2' - NO Ibd OPTION) NUMBER OF FULL LENGTH STUDS (2) META -16 1985 1900 (2) HTA I6 -I6 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2') (14) Ibd 2 -PLY (USP: NO 16d OPTION) HETA-16 1810 HTA I6 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 106 x 1 1/2', NO Ibd OPTION >- m(2) Z HETA-20 2035 2500 (2) HTA-20 3110 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' (it) 16d 2 -PLY (USP: NO 16d OPTION) 0 LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: ELK (5) 1/4' WE, WOOD CI( ) 10d in DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 106 x 1 1/2, 1 PLY MGT * 3965 MUGT 4000 (U 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 106 TO WOOD (USP: (28) 10d TO WOOD) HGT-2 10980 HUGT-2 9365 (2) 3/4' A.T.R. 1N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ir.) 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), 06) loci TO WOOD (U51-: WOOD (8) 10d) LGT3-5DS2.5 3285 LUGT-3 5330 (12) SDS I/4'x2 12' TO GIRDER, l4) 3/8' x 5' TITEN HD TO WALL (USP: GONG (4) 3/8' X 5' WEDGE BOLT, U)00D (12) WS25) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) HTS -16 1150 HTW 16 1660 (16) 106 x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) HTS -20 1450 HTW 20 2045 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 12', (20) 10d) LSTA-12 + 925 LSTA 12 910 (10) 10d USP: (10) 106 LSTA-18 + 1235 LSTA 18 1360 (14) 10d USP: (14) 10d MSTA-18 + 1315 MSTA-I8 1315 (14) 10d USP: (14) 10d N MSTA-24 + 1640 MSTA-24 1150 (18) 10d USP: (18) lod M5TA-30 ++ 2050 M5TA-30 2140 (22) 106 USP: (22) 10d MSTA-36 + 2050 MSTA-36 2525 (26)I0d USP: (26)106 M5TI-36 3800 KSTI 236 3090 (36) Iod x 1 1/2' USP: (36) IDB x 1 1/2' MSTI-48 5065 KT51 248 4250 (48) 10d x 1 1/2' USP: (48) 10d x 1 1/2" H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (16) 8d x 1 12', (16) 8d) SP4 885 SPT 4 945 (6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HHCP 2 1010 (12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIDA 1340 RT 16A 2180 08) 10d x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT t HDU4 4565 PND 4A 4535 (I6)-SD5 1/4'x3' TO WOOD, (10)-5D5 I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HD1B 4940 TDX 10 5110 CI6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6175 (U 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG., (12) Ibd 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. l' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON N LTTI9 ++ 1340 LTS I9 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (8)10.1 TO WOOD USP: SAME AS 5IMP5ON O = LTT208 +++ 1500 LTS 205 1105 (1) 1/2` A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC., (10)10d TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-12" 0 Z HTT4 4455 HTT45 4465 (1) 5/5',47R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (18) 5D-10 X 1 12' (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) Cod x 1-12', (20) Ibd x 2 12' Q HTT5 5090 HTT45 5430 (U 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONIC., (26) 16d X 2 12' CUSP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-I2', (20) I6d x 2 12' HHDQII-5D5 2.5+ 11,810 UPHD II 12090 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) 5D5 Y4' x 2Y WOOD 5CREU15 (USP: (24) W53 WOOD SCREWS) HD -15 6,645 TDX 10 5110 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8" BOLTS) Cf) m M5HA 3.56/1125 3415 5330 NFM35X12U 3165 1130 5IMP50N: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (-15' EMBEDMENT) IN CM.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10.1 TO BEAM USP: (U 12' J -BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEvE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 4 I AT T W :D HUSG412 (WOOD) 3635 2660 (FLR) HU54121F 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (IO) Ibd TO HEADER, CiOJ 166 TO WOOD USP: SAME AS SIMPSON Z Q HUG410 (CMU) 1810 5085 HD410 IF 1905 3115 (I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3'W93 SCREWS, 00) 106 TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD HUG210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (18) 1/4'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3'W,53 SCREWS, 00) 10d TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-61DS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - GIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. « 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d 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 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l" W I— OBECAUSE A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA5-2012. HEADER S (HEADER SIZES UN.C.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO W-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 V-0' TO 6'-4' 05L2x10 6'-4'TOV-0' DBL 2 x 12 W-0' AND OVER 2x12 (02 SYP) IAW OSB TYPJ NAILIT O.C. TYP. 2x12 BM. 'ZHDR. ® ENTRY MINIMUM UJALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81-04 UN.O. � W-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE TRUSS t0 4X4 POST W/ (2JMTS-12. POST TO SLAB W/ NTT -4 SECURE BM TO PT 6x6 POST UJ/ (2) MSTA-24 POST TO SLAB UJ/A$U-66 CJIP II (2) ij>d2.OE LVL " CJIP (2-TYP) lull dull II II 11 II II I I=U- 1 1u- 11u_ l u - u II 11 11 r.. FLIi"I CJ3P II II II J ' Illi J dip II ��Q IIII LO1GIr Q = _ - - - _ _ ujO II III N N IIID L02— NUG -410l'1 L02 Q ---------------- I ( lu' I I't LL I u- I Im u I ILL I IL u- I 11D � I lu- liu- ll II 1 II II II II II II II 11 it ( 11 it 11 11 11 11 11 II II I II II II it II II it 11 1 11 11 it 11 11 11 11 II II I II 11 II II 11 II II it II I II II II II II II 11 11 11 rt — —Ir ] 11 11 I I 1 11 11 ( 11 it 11 11 11 11 II II I II II II II II 11 it 11 1 it 11 11 11 11 II II I II II II I1 II II LBW II II II II II II II II II II � II II i 1 LBW CJ3P NUC -410 ---� 3 Deo ■_ " 1.-3 .. 3 (2) 2X6 LEDGER SECURED W/ ,VWX6' LAG BOLTS W/ 2' DIA. J4 -t--- =--- _ -- WASHERS s 24' O.C. MAX n CJ2 = ■ II — — SCALE: 1/4 = P-0' III =n _ _ _ _ _ _ _ —TR�JSS TO 4X4 POST - - - W/ 0XlTS-12. POST — - — TO SLAB W/ 14TT-4 l- - - - - -- 211ETA-16 _ -------------------------- -- , -�:f ;R��j FLmI --------------- ----------------- I}--- - FLOOR FRAMING P FLO2 �2XIETA-16 FDIC 3 D6 �FL05GE ELEVATION 'C' A R C H I T E CTS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \DODOOOOOOJ SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA DA '5/31/18 SC/": 1/4"=1'-0" S EET 6 OF 9 HEADER (HEADER SIZE T U.N.C.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR C E ULE CONTROL DATE: 01-01-15 UP TOW -4' SIMPSON 5'-4' TO 1'-0' USP 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER W-0' TO V-4' META -16 1450 HTA I6 -I5 1400 AT EACH END OF HEADER (1) 10d x 1 12' 1 -PLY, (6) Ir d 2 -PLY, (USP: (10) 10d X 1 12' - NO 16d OPTION) GJ1 (2) META -ib 1985 1900 (2) HTA 16-18 2800 II II II II (10) 106 x 1 12' I -PLY, (USP: (10) 106 x 1 12') II 11 II II (14) Ibd 2 -PLY (USP: NO Ibd OPTION) I p I HETA-16 1810 HTA 16 1615 (9) 10d x 1 1/2' 1 -PLY, (8) i6d 2-11LY USP: (10) 10d x 1 12', NO 16d OPTION II HETA-20 1810 NTA 20 1615 II (9) 10d x 1 1/2' 1 -PLY, (8) 16d 2 -PLY USP: (10) 106 x 1 12', NO lbd OPTION r (2) HETA-20 2035 2500 (2) HTA-20 3110 II (10) 10d x 1 1/2' I -PLY USP: (10) lod x 1 12' I 1127 16d 2 -PLY (USP: NO 16d OPTION) Z 0 LGT-2 2150 LUGT-2 1915 = CII - 1/4'x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d N DE7AL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 106 x 1 1/1, 1 PLY MGT 3965 MUST 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 10,180 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) loci) HGT-3 10530 HUGT-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lod TO WOOD (USP: WOOD (8) IOd) LGT3-SDS2.5 3285 LUGT-3 5330 (12) SDS I/4'x2 12' TO GIRDER (4) 3/8" x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) lod x 1-12' (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), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY A02 MT5-12 1000 MTW 12 1595 (14) 10d x 1 12' (USP: (14) 10d x 1 12', (14) 10d) HTS -16 1150 HTW 16 1660 (16) 10d x 1 12' (USP: 06) 10d x 1 12', (16) 10d) HTS -20 1450 HTW 20 2045 (24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d) HT5-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d) LSTA-12 925 LSTA 12 910 (10) lod USP: (10) 10d LSTA-18 . 1235 LSTA 18 1360 (14) 10d USP: (14) 10d LJ MSTA-18 + 1315 MSTA-IS 1315 (I4) 10d USP: (14) IOd V) MSTA-24 ++ 1640 MSTA-24 1750 (18) lod USP: (18) 10d f M5TA-30 ++ 2050 M5TA-30 2140 (22) 10d USP: (22) 10d - 1`15TA-36 + 2050 MSTA-36 2525 (26)lod USP: (26)10d �-- MSTI-36 3800 KSTI 236 3090 (36) IOd x 1 12' USP: (36) 10d x 1 1/2' N M5TI-48 5065 KTSI 248 4250 (48) 10d x 112' USP: (48) 106 x 1 12" CI, H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) Sd TO STUDS CUSP: (16) 8d x 112', (I6) 8d) SP4 885 SPT 4 945 ((,) 10d x 1 12' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12" TO POST. HCP2 645 HHCP 2 1010 (12) 106 x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE HIOA 1340 RT I6A 2180 (I8) 10d x 1 1/2' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT t HDU4 4565 PHD 44 4535 ll6 )-SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS I I VGT t HD15 4940 TDX 10 5110 !16) -SDS 1/4"x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WASHER2PLY USP: 7/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/B" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' 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. 7' EMBED.) IN CONC., 02)16d TO WOOD USP: SAME AS SIMPSON LTT19 + 1340 LTS 19 1205 (1) 3/4' A.LR. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON CE 0 LTT20B «++ 1500 LTS 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (10,10d TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12' = (� HTT4 4455 HTT45 4465 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN CONC., (I8) SDMO X 1 12' CUSP: (20) 16d X 2-127 U5P HAS MORE NAIL OPTION$: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 1/2' Z Q HTT5 5090 HTT45 5430 (1) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN CONC, (26) trod X 2 1/2' CUSP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) Ibd x 2 12' HHDQII-SDS 2$+ 11,810 UPHD 11 12090 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 10' EMBED.) IN CONC., (24) SD5 Yd x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) H015 6645 TDX 10 5110 (U 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4)7/6' BOLTS) N M6HA 3B6/1125 3415 5330 NFM35X12U 3165 7130 SIMI-SON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM USP: (1) 12' J -BOLT W/ MINIMUM 6: EMBED. t 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. (14) IOCI T m LJ 0 HUSC412 (WOOD) 3635 2660 (FLR) HUS412IF 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (10) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME AS Sfl'IPSON Z HUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' WS3 SCREWS, (10) 106 TO WOOD. = HUC210-2 (CMU) 1810 5085 H0210 -21F 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (15) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3175 1 (I8) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (15)1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMP80N LGUM26-2-5DS 1 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN T DEEP, THE VERTICAL CELL IN CM.U. WALL MU5T BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' W I— 0 A.T.R - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) II Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. � WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 _ USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , "HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -5A5-2012. HEADER (HEADER SIZE T U.N.C.) SINGLE STORY APPLICATION SIZE CLEAR SPAN 015L2x6 UP TOW -4' 05L 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 V-4' DBL 2 x 10 V-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (02 SYP) 1/16' OSB (TYPJ NAIL (3) 12d • &'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UxO. 4'-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS I I I I I �'.• ►5 SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 GJ1 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 DBL TRUSS TO 4X5 POST W/ (21"TS-12. POST TO CMU W/ NTT -4 SECOND FLOOR ROOF FRAMING PLAN A R C H IT E C T S Des2Grouo1nc . LUNUWUUU, 1-L 3Z IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r -------------- I I I I ( LINE OF lot FLR BELOW — — — — I I I I I ti� 3 1 > 3 3 i I I I u 3 I I I I I �'.• ►5 � � D5 GJ1 p II II II II II II II II II II II II II 11 II II II II II II I p I �\ Cil CJ3 = II II II II II 11 II II II II I = CJ3 CJS = = it II 11 II II II II 11 II II II II II 11 II II III = = CJ5 SCUD AO1G 11111111111 A02 �000000000� A03 =tx A04 LJ ADD lY Ck - - lu - - -r -36X22 Q - _ _ _ A05 ATTIC I _L ACCESS CI, A05 A0505 I I A05 I I LIUA04 II A03 II A02 II �� � BL S1UD 1-K II � _ _ = A01G u Lu 503 II �p 11 II a CJ3 = II 11 V = _ _ ((K = _ _ = 503 Cil 1 II 11 II.� _ _ II _ — — � _ — _ _ _ — — _ _ — 503 _ --------- 502 r D5 IF C01GE D5 _ LINE OF lot FLR BELOW SECOND FLOOR ROOF FRAMING PLAN A R C H IT E C T S Des2Grouo1nc . LUNUWUUU, 1-L 3Z IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ft 11111111111 �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA DA 5/31/18 S��:`1/4110=1'-0" SHEET 7 OF 9 PRE- ENC:. TRUSSES STRAP PER FRAMING NOTES �12 P.T. Ix6 W1 MTL. DRIP EDGE 8 2x6 SUB -BAND 10'-83i ` 2ND FIN FLR IL 9' - 4' BRCS. HGT. • • PRE -CAST LINTEL PRE -CAST LINTEL ARCH CROWN c!� �., ARCH SPRINGL INE CCMU 5EYOND-) BLK COLUMN DOOR �n STONE VENEER X% \\�\\\��\\,.\\\ • CONCRETE PAD BEYOND (SEE FOUNDATION PLAN) ENTRY DETAIL r-, R C H I T E C TS Design Gruo�rn�. LUNGWUUU, YL327bU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LAT: KENSINGTON RESERVE (LOT #118) MODEL.: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: ENTRY SECTION DETAIL ARCHITECT - STATE OF FLORIDA DA E \5 /31 /18 S EET U OF 9 \000000000 SUHDIV. & LAT: KENSINGTON RESERVE (LOT #118) MODEL.: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: ENTRY SECTION DETAIL ARCHITECT - STATE OF FLORIDA DA E \5 /31 /18 S EET U OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: DORAL MODEL SYMBOL LOAD INFORMATION VA 1887 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,661 (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) 248 SUBTOTAL OF GENERAL LOAD 46,907 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 407:= 36,907 VA x (4) 14,783 TOTAL NET GENERAL LOAD 24,763 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,763 NET TOTAL HEAT 10,450 TOTAL LOAD 35,213 CALCULATED LOAD FOR SERVICE 35,213 VA / 240 V= 146.72 200 AMP SERVICE TRANSFOF"ER BANK: 50kVA VOLTAGE: 7620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE (3) 01 THHN/THWN COPPER CONDUCTORS, (l) • 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP 120/240 COMBO DISCONNECT VOLT 42 CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 , Mf= ELECTfRICAL fiR[,5EfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. GABLE / TV WEATHER PROOF BOX SPRINKLER CONTROL FIELD LOCATE METER COACH - - — _ _ _ _ _ _ _.-- - - '� COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 = V-0' ELEVATION 'C" ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES 110V OUTLET EQMDF ED V craaM FA LT NtEiI nM (TAMPER NMTANT � rnm) 1101/ FLOOR Ea m9w aV GRam MT ® KMFOwMt !TAMPER F4"Tmt OUTLET TYPE) IIOV SWATCFED EQM"W Iv C194M MLT OUTLET NIEIRPM NAMPER WMTANT TYPE) ilOv GFI EQMDFW UV QWW FAULT At1Ei1FM (TAMPER MWTANT OUTLET TYPE( 220V OUTLET 4 WIN COrAEMON EXTERIOR WATEF49WOF OUTLET $ SWATCH $3 SWITCH 3 -MY OPERATION $4 SWITCH 4-&Y OPERATION $0 DIMMER SWITCH (.� WALL MOINTED i LIGW WALL SCONCE PRE -WARE CEILING: MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN V }�( LW 24' LIGHT STRIP 48' LW STRIP 0 FuoRESCENT eiRaP A WM 24' FLUORESCENT 48' FLUORESCENT D PANEL — STRUCTURED WIRE PANEL METER 0OR BATT. NTE ARE ® CARBON MONOXIDE DATt: Wm4 p nv KaRDAm DETECTOR NtEacoWECW e. SMOKE / CARBON MONOXIDEDATT. MACK -W Iv KWCU eE NTERCaMMED DETECTOR COMBO PENDANT LIGW TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / OEILNG DOX WaM TO BE SUPPORTED N ACCORDANCE ITV LIGHT BOX MARKED A6 SUCH FOR CEA - S SOX REGUM TO EAE © J -BOX &PPORIEP N ACCORDANCE IW BOX MARKED A6 8= FOR NBPECTION SPEAKER PRE -WARE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER u DISCONNECT �j AIR COO. DISCONNECT TELEVISION JACK 1NCY Lp WING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MO DEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DAT3p: 5\/31/18 SC -44X: 1/4"=l'—O" SHEET 9 OF 9 A R C H IT E C TS Desn eGrouPinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL.- DORAL ODEL:DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DAT .' 5/31/18 SC :1/4"=1'-0" SHEET o �OF 9 \000000000 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL.- DORAL ODEL:DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DAT .' 5/31/18 SC :1/4"=1'-0" SHEET o �OF 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE NOTE: NOTE: OVER #30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, —PRE-ENGINEERED DO NOT EXCEED 4' DO NOT EXCEED 4' 6TH EDITION (2011) GABLE ROOF TRUSS S" CMU BLOCK III 8" CMU BLOCK III OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES Z DRYWALL Z DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE AT FIRST (2) BAYS P.T. 1x4 or 4"x4" MIN. P.T. 1x4 or 4"x4" MIN. (4'-0" O.C. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE— FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB-BANIx X_ DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT 6TIFF5ACK AT ALL UPRIGHTS DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10" NIGH (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING 5 " a (AS PER TRUSS ENGINEERING) I EACH END and 18" O.C. MAX P.T. 1x4 or 4 x4 MIN: (PER ASTM C926) OVER PAPERBACK PER MFRS SPECIFICATIONS PER MFRS SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y' x 9' (U 3" TAPCON (MIN. EMBEDMENT 1 ") 2 -LAYER WATER RESISTANT BARRIER OVER PER FLAN ANCHOR BOLT w/ 2' WASHER, SET IN 16 4 SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ %4" o r + %4") WINDOW TO BLOCK (+ 3") 8' FROM EACH END and 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6 ° MIN. EMBEDMENT 32" O.C. MAX) or METHOD PER "NAILING SCHEDULE" DOOR JAMB TO BLOCK (+%4" or +%4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and CURE GABLE TO 2x8 P.T. PLATE 18 O.G. MAX w/ 12d NAILS S' O.C. MAX ) SCALE: I'°I'-m' 4E SCALE: 1'=I' -m' MIN. SHANK SIZE .145 7B : r MIN. HEAD SIZE .300 WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: — NOTE: 2" TEXTURED CEMENTITIOUS or 10'-0' O.C. MAXL2j SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. i' TO PLUMB JAMB. I" SECURE TO BLOCK w/ (1)16° TAPCON C926) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4 DO NOT EXCEED 4 (MIN. EMBEDMENT 1 4') 8' FROM EACH S" CMU BLOCK END and 6 18° O.C. MAX $" GYPSUM BOARD OR Z" HIGH STRENGTH 1" 8" CMU BLOCK 1" or CEILING BOARD PT 2x z DRYWALL s DRYWALL (1) DRIVE PIN, S" FROM EACH END and BLOCK WALL SECTION — GABLE ROOF ONTI FILLED U5AR w/ (1) #5 (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4°x4' MIN. Ix4 or 1x2 P.T. NAILER 6 18' O.G. MAX 1 SINGLE STORY SCALE: 3/4'=I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING ° OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 DOOR CASING I6 FASTENER SCHEDULE FOR ATTACHMENT) MIN. HEAD SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM ---DOOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) MIN. EMBEDMENT 1 4" PER MFR'S SPECIFICATIONS EACH END and 6 IS" O.C. MAX (ATTACHED TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, WINDOW TO BLOCK +1 �" STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED (MIN.TO BLOK w� 8")F6"OMP5 6TH EDITION (2010 ( ) EMBEDMENT 4 R EACH DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Nx or 16" OSB) ENE) and 6 18" O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK or METHOD PER NAILING SCHEDULE SCALE: I =1-O (2) DRIVE PINS, ON FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' O.G. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3yt 6") MIN. SHANK SIZE .145 (PER PLAN) � (R -VALUE PER ENERGY cALCB) K — NOTE: DOOR JAMB TO BLOCK (+3yt 6") MIN. EMBEDMENT MIN. HEAD 51ZE � SHIM AS NEEDED 4 TO PLUMB JAMB. 4F SCALE: I'=1' -m' METAL DRIP EDG' GYPSUM BOARD OR I' HIGH F1DO NOT EXCEED 4° 2x6 SUB -BAN s � P.T. 2x8: STRENGTH CEILING BOARD SECURE TO BLOCK w/ (2) 3" TAPCONS S CMU BLOCK 16 VENTED ON FILLED U -BLOCK w/" 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 ENE) and 6 18' O.G. MAX ER PLANK. (SEE WINDOW/DOOR JAMB BLOCKING0 TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16" OSB (4° WIDE MIN.) i" (2) DRIVE PINS S" FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING DO NOT EXCEED 4 ° ATTACHMENT PER MFR. j PER PLAN) DOOR JAMB / WINDOW F16 18 O.G. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 j PER MFR'S SPECIFICATIONS2" DRYWALL MIN. HEAD SIZE .300 P.T. Ix4 or 4"x4" MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" NOTE: (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) DOOR CASING P.T. (2) 2x4: EE PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) SECURE 2nd 2x TO STRUCTURAL PLACE SILL (PER BLDR !i la w/ 16" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8" FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (l) 4' TAPCON j s GYPSUM WALL BOARD EACH END and IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH 2" TEXTURED CEMENTITIOUS N) #5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and 6 18' O.G. MAX COATING MIN. (PER ASTM CONG. POURED CELL or C92(o) OVER GM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, S" FROM EACH END and S" CMU e ¢" P.T. FURRING STRIPS 6 16" O.C. 4C SCALE: I'=1' -m' THROUGH NON-STRUCTURAL MEMBER (lx or 1(" OSB) 6 18' O.C. MAXMIN. SHANK SIZE .145 w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOD BASEMIN. EMBEDMENT 1 4' NOTE: WINDOW TO BLOCK (+3yl 6") SHIM AS NEEDED a a � To PLUMB JAMB. DOOR JAMB TO BLOCK (+3y 6") P.T. (2) 2x6: ONCRETE SLAB DO NOT EXCEEF1D 4" 4G SCALE: I'=i'-m' SECURE TO BLOCK w/ (2) 4" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH a • • a AND REINFORCEMENT) 8" CMU BLOCK END and 6 18' O.C. MAX —EXTERIOR WALL FOOTING " DRYWALL UPLIFT UP TO 1,115 lb or (SEE FOUNDATION BLOCK WALL SECTION — HIP ROOF AND RE NFORCEMENT) AN FOR SIZE (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2'P.T. NAILER SIMPSON HTS20 w/ (10) 10 6218 O.C. MAXVE 8" FROM EAGN ENE) and 10d NAILS TO TRUSS � „ P.T. lx (4 WIDE MIN.) ! p 1° MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=1'-D' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED 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 !" " III PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib 4 BATT INSULATION ADHERED TO CEILING s GYPSUM BOARD OR z HIGH (2) SIMPSON NT520 EACH SIDE OF TRUSS w/ BEAM BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4" TAPCONS �_ STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM P.T. (2) 2x8: THROUGH NON-STRUCTURAL MEMBER (Ix or 16 OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ l2) 4" TAPCONS II I " p 3 � I - IMIN. EMBEDMENT E BE NT 1 ) 8 FROM R EACH 6 18" O.C. Lu/ 16TAPCON 4 D O BLOCK END andMAX TAPCONS MIN. or OFENINC; 22' x 30" MIN. WOOD CASING AT SIDE WINDOW TO BLOCK (+2 %4")' 2 COVER (2) DRIVE PINS, 8 FROM EACH END and 2" APART 18" O.C. MAX 3 ATTIC ACCESS SCALE: N.T.S. AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO—FIT 6 MIN. SHANK SIZE .145 WOOD CASING 4 GYP. 4D5 MIN. HEAD SIZE .300 BOARD (TYP) SCALE: I'=1' -m' SCALE: N.T.S. MIN. EMBEDMENT 1 4" A R C H ITEC TS Design Gurop �nc. Lvrvuwvvv, m ac iau PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT: [STATE OF FLORIDA JAMES ¢�'"ANTINELL A Z 12,079 DATE/ 31/18 SCA :1/4"=1'-0" SHEET 11) 1 NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (5TUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED .131 110,000 %(' 0.5.5. or /1/2' CDX PLYWOOD - Sd RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL 4 LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 EDGES AND Sd RING SHANK GUN NAILS 6 6" O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. PER INCH) 11 ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS s 4" O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET IN 51MP50N OR USP HIGH OU5LE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY ((o" MIN. w/ 51MP50N 5P4 (USP 5PT4) w/ 51MP50N 5P4 (U5P 5PT4) _ EMBEDMENT) 6 32' O.C. MAX 32' O.C. MAX Na' CDX EXTERIOR PLYWOOD or 15/2" APA -RATED 0.5.5. (A5 PER MANUFACTURER'5 q 0 2x STUDS 16" O.C. MAX 2x STUDS 6 16" O.C. MAX INSTALLATION SPECIFICATIONS) - Ed RING SHANK GUN NAILS e 4" O.C. a SUPPORTED PANEL w NOTE: (1) ANCHOR BOLT UNLE55 NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS 0 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED 6' FROM TOP AND 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 6 4° O.C. EDGEWISE. TOP CHORD BLOCKING 4" �smooaam�� BOTTOM 4 (U NEAR MID -CENTER BLOCKING 'a MID -WALL BLOCKING 6 MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENE). O.C. MAX IN FIRST (2) FRAMING > SPACES ,@ EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 %6' 0.5.5. or)/2' PLYWOOD or %6' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS @ 4' O.C. @ or RAFTER Z" GYPSUM WALL BOARD Z" GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 8 BOTTOM PANEL AND ad RING ROOF 5HEATHIN 1) 05 REBAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC, POURED CELL Y" 9" ANCHOR 2" WASHER x BOLT w/ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a (LOCATION PER PLAN) SET IN 51MP50N HIGH STRENGTH ANY MANUFACTURER. zEPDXY (OR EQUIVALENT) 6" j n SECURE BOTTOM PLATE TO EMBEDMENT MIN. ,@ 32' O.C. MAX NAIL REQUIREMENTS �� - - ONCRETE SLAB 5LA5 w/ (1) lOd CUT NAIL TUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR 51ZE 32" O.C. MAX1�v 51MPSON 51=4 (USP 5PT4) 32" 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %s" .131 110,000 RING (16-20 RINGS PER INCH) j a AND REINFORCEMENT) ° ° O.C. MAX BUILDING LENGTH a a . . a ONCRETE SLAB a a ONCRETE SLAB -� —INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING 8d RING SHANK GUN NAILS a 4° O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP d 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 SCALE: 3/4'=1'-0' 4A SCALE: 3/4'= I'-0' 4B SCALE: 3/4'4-0' LLIa a Sd RING SHANK GUN NZ NAILS 6' O.C. IN FIELD Zoo PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 Z n 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE LU SECURE TOP PLATES w/ 16d COMMON NAILS a 4' O.C. 2-ROW5, STAGGERED z � z z TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING TOP PLATE OUBLE TOP PLATE TO 5TUD a = (0.5.8. TO BE STRUCTURAL GRADE) w/ 51MP50N 5P4 (U5P 5PT4) o z o 2�x WOOD or METAL STUDS 6 32" O.C. MAX [�c 24 O.C. MAX (NOT LOAD BEARING) 2x CONTINUOUS STRESS a Sd RING SHANK GUN NAILS 12' BLOCKING 'a MID -WALL Z O.C. IN FIELD 2x 5TUD5 6 16" O.C. MAX SO 7 w or UNLESS NOTED OTHERWISE Q a ad x 3' SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS z o ELECTRO GALVANIZED STRIP " DO NOT SPLICE TOP PLATES WITHIN 6 0 SECURED w/ 51MP50N OR U5P M5TA36 Q n o NAILS a 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL i4" TSG SUBFLODR (ATTACHMENT TSG SUBFLOOR (ATTACHMENT a SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') METHOD PER "NAILING SCHEDULE') >@ UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS 5U8 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 16" O.G. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=1' -0'\ --------DOUBLE TOP PLATE UNLE55 NOTED OTHERWISE "GYPSUM WALL 50ARp 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 NOTE: —PRE-ENGINEERED GABLE TRUSS BLOCKING MID -WALL BLOCKING ta MID -WALL DIAGONAL BRACE 6 CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN — SECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS -- Y" x 9" ANCHOR BOLT w/ 2" WASHER DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0" O.C. ,s SHEATHING SEAMS) 2x STUDS 16" O.C. MAX SET IN 51MP50N HIGH STRENGTH GREATER (REFER TO TRU55 ENGINEERING FOR UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' 2) 2x4 5YP �2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 6 EACH TRU55 (DIAGONAL 5LA5 w/ (1) 10d CUT NAIL TUD TO BOTTOM PLATE w/ 0'-0' - 30'-0" USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32° O.G. MAX 5IMP50N 5P4 (USP 5PT4) 32" 30'-1" - 60'-0" USE (3) X -BRACE #f (1) X -BRACE a CENTER 4 (2) BRACES x DIVIDED EQUALLY FROM CENTER TO END a ° ONCRETE SLAB a ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE 'A A t"A A A A A A I Two STORY L.B.W. w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION SAME X -BRACING REQUIREMENTS) 7B 5A SCALE: 3/4'=1'-0' 5B SCALE: 3/4'=1'-0' WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH I TRU55 w/ (2)12d NAILS GABLE X -BRACING INSTALLED 6 MID -POINT OF TRUSS SPAN 1 SCALE: 3/4'=1'-0' or 10'-0" O.C. MAX A R C H I T E C TS Des ign Group Inc. 3.441 N. KUNALU t(hAUAN ULM LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 0 JAMES AR A4 DATE 31 /18 SCA SHI#T ID2 �smooaam�� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 0 JAMES AR A4 DATE 31 /18 SCA SHI#T ID2 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3) 12d NAILS-f' or MIN. (4) 10d GUN NAIL ,l 1x6 COLLAR TIE 6 EVERY OTHER RAFTER w/ MIN. (3)]2d NAILS or Q g' GYPSUM BOARD OR pj'po°I°p MIN. (4) 10cl GUN NAILS HIGH STRENGTH CEILING SIMPSON VTCB or USP VTT ° ° ° ° } BOARD SPACING (1) 6 EACH ENE) ° ° ° ° ° 2x RAFTER � � ING 2x TO AT AND &'-m" O.C. MAX lx8 NAILER SECURED TO TRUSSES LE PPL E I' BELOW w/ (2) 12d NAILS or (3) lIDd GUN NAILS EACH TRU5 Z" GYPSUM WALL BOARD 2x WOODS STUDS 6 24' O.C. 0 RAFTER TO TRUSS w/ 5IMP50N (SIZE PER PLAN) o MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES I PENETRATION w/ 5IMP50N or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS -8 EACH END. 4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES FNAIL56 32'O.C. MAX LAB w/ lOd MASONRY 1 TYPICAL VALLEY TRUSS CONNECTION � � 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-0' (2) 12d 6 EACH UPRIGHT ONCRETE SLAB (SEE FOUNDATION PLAN FOR 2x4 SECURED TO GABLE END w/ SIZE AND REINFORCEMENT) (2) 12d SPACED 6' - S' O.C. MAX WATER RESISTANT BACKERBOARD (DENSHIELD) 2x4 RAFTER S 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 5IMP50N L30 or USP A3 7AINTERIOR NON—BEARING WALL or S" CMU BLOCK WALL MAPELA5TIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END)- WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) --PRE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER ,l P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 0 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) = VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTiA g' GYPSUM BOARD OR z HIGH STRENGTH CEILING SHOWER PAN 6 EACH RAFTER TAIL CONNECTIO BOARD (FIBERGLASS OR CERAMIC) 6IMP50N L30 or USP A3 3 /8" TOP CHANNEL (25 GAUGE) TOP OF EACH RAFTER CONNECTIO TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT 2 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'=1'-0' 5 SCALE: 3/4' = I'-0' GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) 6 24' O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, A -PRECAST LINTEL SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS ATTACHED TO EACH SIDE Q 12" O.C. WITHIN 8' OF EACH END AND e18' O.C. MAX ECURE 2x4 FLAT TO 3 %" BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO CIO w (M 8 MIN. WITHIN S' OF (TYPE PE T I 0 ROUGH OPENING (UP TO S'-0') z i 0 0 o' i i R PLA I i I or BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN 1N. SHANK SIZE .145 NAIL w/ WASHER ,@ 32" O.C. MAX. EMBEDMENT OF 1 Y4") - EACH END AND 618' O.C. MAX -- — C ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) WALL SHEATHING o z AND ATTACHMENT METHODil - o R "NAILING SCHEDULE") m ^ Q Zx8 STUD BLOCK ECURE 2x6 MIN. TO BLOCK w/ NOTE: _ (2)�' x 9' ANCHOR BOLTS w/ 2" STUD GAUGE IS HEIGHT SPECIFIC. CONSULT WASHER SET IN SIMP50N or USP B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. 6" EMBEDMENT) r INTERIOR NON—BEARING WALL (B METAL STUDS SCALE: 3/4'=I'-0' !i R o ! ECURE 2x6 MIN. TO BLOCK w/ - (3)�' x 9' ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOUS % REBAR VERTICALLY IN CONC. POURED PRE OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C92(o) OYER CM EMBEDMENT 8" CMU BLOCK LIE FATHER STRIP MOLDING AROUND DOOR CM A (PER MANUFACTURER'S SPECIFICATIONS) 8" 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)J/2' x V ANCHOR BOLTS w/ 2' j GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o" EMBEDMENT) 1 PER MANUFACTURER'S SPECIFICATIONS "VERHEAD GARAGE DOOR (BY OTHERS) SLIDE ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION R°°M ALVANIZED STEEL VERTICAL TRACK 3— SCALE: 3/4'=1'-0' 6 SCALE: 3/4'=1'-0' B (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) (-A R C H I T E C TS Design Group 111c. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 n 14 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA 0/ DA S /31 /18 SC E: 1/4"=1'-0" S ET D3- OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C92(o) OYER CM EMBEDMENT 8" CMU BLOCK LIE FATHER STRIP MOLDING AROUND DOOR CM A (PER MANUFACTURER'S SPECIFICATIONS) 8" 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)J/2' x V ANCHOR BOLTS w/ 2' j GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o" EMBEDMENT) 1 PER MANUFACTURER'S SPECIFICATIONS "VERHEAD GARAGE DOOR (BY OTHERS) SLIDE ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION R°°M ALVANIZED STEEL VERTICAL TRACK 3— SCALE: 3/4'=1'-0' 6 SCALE: 3/4'=1'-0' B (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) (-A R C H I T E C TS Design Group 111c. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 n 14 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA 0/ DA S /31 /18 SC E: 1/4"=1'-0" S ET D3- 1 PER MANUFACTURER'S SPECIFICATIONS "VERHEAD GARAGE DOOR (BY OTHERS) SLIDE ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION R°°M ALVANIZED STEEL VERTICAL TRACK 3— SCALE: 3/4'=1'-0' 6 SCALE: 3/4'=1'-0' B (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) (-A R C H I T E C TS Design Group 111c. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 n 14 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA 0/ DA S /31 /18 SC E: 1/4"=1'-0" S ET D3- SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA 0/ DA S /31 /18 SC E: 1/4"=1'-0" S ET D3- A R C N I T E C TS Design Grou�rn�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r c SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) BATT OR BLOWN -IN INSULATION REFER TO DETAIL 1/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER 130 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU56 EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION R905 OF —PRE-ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND /_ ;_ 2x4 BLOCKING BETWEEN TRUSSES `, ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS METAL DRIP EDG SCHEDULE") SCHEDULE')-- (4'-0' O.C. 6 SHEATHING SEAMS) 2x6 SUB -BAN $" GYPSUM BOARD OR �" HIGH METAL DRIP EDGEN- — —_ — — - � I/ZI ' STRENGTH CEILING BOARD 2x6 SUB -BAN - - AIL VENTED TIFFBACK AT ALL UPRIGHTS - ALUMINUM SOFFIT ;: IMP50N 5102 (USP 5PT24) ,@ EVERY VENTED ALUMINUM SOFFIT C �_ �� OVER 4 10 HIGH : 12 x 2' WOOD SCREWS EXTERIOR BEARING STUD. r (AS PER TRUSS ENGINEERING) = ALL SPACER FOR CONDITIONS WHERE TRUSS ANp- PFR PLAN ONT. 2x4 RAT -RUN ATTACHED TO Vi FER FLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLAT T EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS @ 16' O.C. 11111111111 (USP RT16A) INSTALLED 6 MID -POINT OF TRUSS - WINDOW HEADER (SIZE PER PLAN ALL INSULATION (R -VALUE PER ENERGY CALCS) 8" TEXTURED CEMENTITIOUS COATING MIN. I. SPAN or 10'-0' O.C. MAX N 2x8 BLOCKING TEXTURED CEMENTITIOUS COATING MIN. --WINDOW (PER ASTM C92(o) OVER PAPERBACK (PER PLAN),ATTACHMENT ,�—BATT OR BLOWN -IN INSULATION = SECURED w/ (3) 12d a (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALCS) _ - ' NAILS 6 EACH EN 2 -LAYER WATER RESISTANT BARRIER OVER EXPANDED METAL LATH OVER APPROVED -- WALL SHEATHING (TYPE AN[) ATTACHMENT ECURE 2x4 TO DBL TOP PLATE w/ Ya" x 6' _ 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW 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 a S" O.C. MAX I/2 METHOD PER 'NAILING SCHEDULE") WALL INSULATION or = ,EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ SIMPSON = --DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS @ TOP I: [SIZE AND SPACING PER NOTE 121, OF FLOOR TRUSS (TOP 2x4 SUPPORTS I 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 1 (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING TSG SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N SHEATHING MUST NOT BREAK WITHIN METHOD PER "NAILING SCHEDULE') M5TA24 6 32" O.C. MAX 1'4" MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION - GABLE ROOF or EQUIVALENT INSTALLED PER MFR'S SPEc3) RAILING DETAIL F CONTINUOUS 2x6 w/ (6) 16d NAILS 6 SCALE: 3/4'=1'-0' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B WA2 NOTE; BATT OR BLOWN -IN INSULATION —SHINGLES OR TILE (PER BLDR) s" GYPSUM BOARD OR 2" HIGH (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUS OVER #30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE —EMBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) [DIAMETER OF AT LEAST 1 a INCHES (32 MM) DOUBLE TOP PLAT / THE FBCR, 6TH EDITION 12011) (1) 15 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT / = OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), r.t .- (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR, PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE") SPECIFICATIONS MAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED — AMAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT Mill N. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE TEXTURED CEMENTITIOUS COATING MIN. " GYPSUM BOARD OR �" HI s 2 GN A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD —WALL INSULATION a (R -VALUE PER ENERGY CALCS) z EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP 5PT24) 6 EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER 000# UPLIFT CONNECTOR PLACE SILL (PER BLDR) i" GYPSUM WALL BOARD � WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE' 2" TEXTURED CEMENTITIOu3 —(1) #5 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYP 02 WOOD STUDS 6 12' O.C. MAX 092(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE P.T. FURRING STRIPS 16° O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT Aa S' CMUWALL 4' HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT SHALL BE 1'Z w/ 2' DIAMETER WASHER 2" GYPSUM WALL BOARD WOOD BASE iy 2x8 SYP #2 WOOD STUDS a 12' O.C. MAX SPI (USP 5PT22) 42" KNEEWALL �IMPACON E 2 S STUD 7B i) COURSE TIE -BEAM POURED SOLID w/ WA2 CONCRETE w/ (1) #5 REBAR HORIZONTALLY a ONCRETE SLAB a. (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL 6 f RECAST LINTEL aD REINFORCEMENT) 34' MIN, TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ZANTERIOR WALL FOOTING o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) o a LU 1 STAIR HANDRAIL Two STORY SCALE: 3/4'=1'-0' 4A TWO STORY SCALE: 3/4'=r-0' � PRECAST OR POURED IN o PLACE SILL (PER BLDR �7 z 2" TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS a 8" O.C. MAX i` TEXTURED CEMENTITIOUS COATING MIN. (PER a z COATING MIN. (PER ASTM 0 (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 16d NAILS TOP a n C926) OVER CM l" GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS 6 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS 0 o 2 3/4' T4G SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND "NAILING BOTTOM PLATE OF 2nd FLOOR WALL) a o N 4' P.T. FURRING STRIPS 16" O.C. ATTACHMENT METHOD PER SCHEDULE" METHOD PER 'NAILING SCHEDULE' T8G 5UBFLOOR (ATTACHMENT m 1) #5 CONTINUOUS REBAR 6 16' O.C. MAX, IN BEARING STUDS METHOD PER 'NAILING SCHEDULE') o o CONCRETE POURED CELL "EXTERIOR ad RING SHANK NAILS 4 O.C. [SIZE AND SPACING PER NOTE z L z z (VERIFY PER PLAN) MAX INTO BLOCKING--- — #21 UNDER CATEGORY TIMBER —"- m = u, WOOD BASE ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS N 21-011 PRE-ENGINEERED FLOOR TRUS MIN. IN SLAB EMBEDDED STRAP CONTINUOUS 2x6 w/ (6) 16d NAILS s m REBAR 48' LONG w/ 6' HOOK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 6 48" O.C. w/ (5) 12d NAILS WA (PER PLAN) WA2 IS A NAILER FOR WALL SHEATHING) a as a a � EACH EN 8' GYPSUM BOARD OR 2" HIGH ' a 4' CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR :: �" z TEXTURED CEMENTITIOUSLUa °a A RATE OF .151bs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM"GYPSUM I" ° POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ C926) OVER CMU '' BOARD OR HIGH u COMPACTED CLEAN TERMITE TREATED FILL (i) #5 CONTINUOUS REBAR NOTE: STRENGTH CEILING BOARD Z �° a �" --(3) #5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONC. FILLED U -BLOCK w/ /]� m 2'-011 14 BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (1) #5 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=i'-0' PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=1'-0' A R C N I T E C TS Design Grou�rn�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 11111111111 611000000000r SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT,#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA 4�1-/ e? C JAS NCS DATE: 31/18 SCAL .1/4"=1'-0" SHE9T M6TCM40 1116' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL A STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40-----,\ ( INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T.S. 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD v 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116' O.S.B. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD ( INSTALLED ON TOP OF WALL SHEATHING 8 2X(o EXTERIOR WALL STUDS 2X(o BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. 1/16' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (ib) l(od SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 1/1(o' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/(1(o)1(od SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1' HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.T.R. BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: V.S. 2X EXTERIOR WALL STUDS 0 • � � z �a _ 1_1 °m • ' z •n J .. 7_ = a ELEVATION VIEW A SCALE: V.S. FIN. MASONRY WALL ELEVATION VIEW B SCALE: N.T.S. 2X EXTERIOR WALL STUDS SECOND FIN, FLR TOP OF WALL IDS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD Wl (20) 10dX1J'NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T 4 G SUBFLOOR GLUEfAIA"' NAILED AS PER NAILING SCHI DBL 2x4 BOTTOM 2x4 EXTERIOR WALL 1116' O.S.B. SHEATHING OR 1/2 PLYWOOD ' T 4 G SUBFLOOR GLUED A1.11 NAILED AS PER NAILING SCHEI 2X(o BOTTOM P 2X(o EXTERIOR WALL S 1/16' 0.5.B. SHEATHING OR 1/2' PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONIC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL, STUD REQUIRED W/ 2x4 WALL 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD U PLAN VIEW - 2x6 WALL FR. ELEVATION VIEW C SCALE: V.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.TS. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 05 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR A R C H I T E C T S Design Group Inc. LUNUWUUU, FL J215U PH: 407-774-6078 FAX:407-7744078 www. abdesigngroup.com AA #: 0003325 r � �000000000� SUBDiv LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT& 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT -- STATE OF FLORIDA DAT • 5/31/18 SCALE:1/4"=l' Opp SHEET _ NOTE: ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN, FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE PRE-ENGINEERED ROOF TRUSS— EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, PRE -ENGINEERED TRUSSES w/ TRUSS cl UNDER CATEGORY TIMBER ON CONNECTOR (VERIFY w/ TRUSS PLAN) GENERAL NOTES SHEET GN)] - CONTINUOUS 2x4 w/ (4) 16d NAILS e TOP OUBLE TOP PLATE OF FLOOR TRUSS (TOP 2x4 SUPPORTS RIPPLE STUDS � 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL) i IKING STUDS SIMPSON MT512 or USP MTW12�LL (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER ,@ 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN -ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) DOUBLE 2x6 LEDGER 77 (SIZE PER PLAN) ECURE JACK STUDS TO HEADER or CONVENTIONALLY -FRAMED SECURED TO TRUSS w/ %s' x 5' or USP LSTA12 RAFTER LAG SCREWS 0 24' O.C. MAX (EACH SIDE 0F OPENING) VA CONTINUOUS 2x6 w/ (6)16d NAILS a: MBEDDEp STRAP (PER PLAN) JACK STUDS BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 (SEE 'MINIMUM WALL AND HEADER STUD IS A NAILER FOR WALL SHEATHING CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN (SIZE AND REINFORCEMENTC DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS LEDGER CONNECTION AT FLOOR TRUSS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON 1 ICULAR SCALE: 3/4'=I'-0' GENERAL NOTES SHEET GN)] CURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND NOTE:or TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER 'NAILING USP SPT4 0 SCHEDULE' STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd 2x BLOCKING UNDER WALL FLOOR LINE ECURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN PRE-ENGINEERED ROOF TRUSS EXTERIOR BEARING STUDS' x 9' ANCHOR BOLT w/ 2' WASHER O TRUSS BAYS w/ l3)12d NAILS EACH EN [SIZE AND SPACING PER NOTE #21, SET IN SIMPSON HIGH STRENGTH UNDER CATEGORY TIMBER ONEPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PL GENERAL NOTES SHEET GN)] EMBEDMENT MIN. e 32' O.C. MAX MT512 is EVERY STU 2x BOTTOM PLA EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING SIMPSON MT512 or USP MTW124 6 OF STUDS PER PLAN TO LEDGER 24 O.C. SCALE: 3/4'=1'-0' talo STORY SCALE: 3/4'=1'-0' -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %' x 5' ECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP8 or USP SPT8 LAG SCREWS 32' O.C. MAX SIMPSON SP4 or USP SPT4 TOP BOTTOM a MBEDDED STRAP (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) (PER PLAN) RE -ENGINEERED TRUSSES w/ TRUSS ----PRE-ENGINEERED TRUSSES w/ TRUSS -fRECAST LINTEL fiCONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENT �--DOUBLE TOP PLATE Al; l PER PLAN) HEADER OUBLE TOP PLATE RIPPLE STUDS * 16' O.C. MAX (SIZE PER PLAW LEDGER CONNECTION AT FLOOR TRUSS L KING STUDS IMP� J�K sTUMDSTA24 2 PARALLEL SCALE: 3/4'=I'-0' HEADER (SEE 'MINIMUM WALL AND HEADER STUD % A (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) 2x8 SYP 02 WOOL) STUDS s 12' O.C. MAX. SECURE JACK STUDS TO HEADER WALL SHEATHING TO BE WITHIN Y' OF WINDOW/DOOR OPENING, WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX w/ SIMP50N or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: PLYWOOD CONTINUOUS TO BLOCK (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS a TOP OF (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 (2) KING STUDS 6 EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) XTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR STUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE x'21, WITHIN 6' FROM EACH END 4 NO MORE PLYWOOD OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE o fro CONDITIONS MAY Q SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR ECURE EACH JACK 4 KING STUD INDOW SILL w/ CRIPPLE STUDS g 16' O.C. TO BOTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT a 12' O.C. or USP SPT4 MAX w/ 1' EMBEDMENT w/ 2' DIAMETER TOP OF WALL o HEATHING TO LAP TO TOP OF MASONRY WALL. o o WASHER IMPSON or USP MSTAM24 g EACH JACK SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3)Y' x 1 %' TAPCONS TO PRE-ENGINEERED CONT. 2x6 w/ (6) 16d NAILS FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER t 2' APART FLOOR TRUSSES BOTTOM OF FLOOR TRUSS .^ • o 0 2x8 BOTTOM PLATE BEARING CONDITION (BOTTOM 2X615 FOR WALL SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL 3 ROOF TO SECOND FLOOR WALL 5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALL►^/ WINDOW OPENING IN 2 -STORY WALL PARALLEL SCALE: 3/4'=I'-0' Two STORY SCALE: 3/4'=1'-0' ( TWO STORY SCALE. 3/4'=1'-0' A R C H I T E C T S Des!gn Gruop ���. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ob �OOODODOOOJ SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA DATE 5/31/18 sC :1/4$$=1'-0" SHEET Do . . : Ryan Homes -Openings ; :Vendor: . 84 Lumber - . - . Vendor Number: 00619 I . . Windows - Sliding Glass Doors - DOUBLE PANE LOW E . . a FL# -part # : Unit size Description -Masonry Openina Frame Ooonlna FL# Part # Unit sin � I - Description Masonry Openina Fran* Openina ; Sliding Glass'Doors Vinyl FL# Windows - __L_�OOR 14634 L0432426 I EA 1 12/0 X 8/0 - SGD POCKET ALUM (WHITE) W/SCRN - - 16100 L0369270 EA�_._j 26 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR S RN & C 1 74 1/2' X 95- . L0434206 .." ­­ -1 ­.. . - ] EA - � _ :1 1 12/0 X 8/0 OXXO _ � __._11 1-1 ­ -11 ­ -1 _L1431/2"X951/2-4019012" I DOOR SGD ALUM (WHITE) W/SCRN 11-111 -1- -1111, 1- � -, ­ 11 I I 11 I 1 147" X 96 1/2 " - - 1 I I I I 14634 16100 _ 1.11_-1 ­_­ _11- _,_ _f_ L0367192 I EA - 11-- _. I" �' _ii"fW1kj --- __ ____ _­­ ----- ­­ -, ""' " ­­ -"---,,-, ---- ------ .... ; .. . ...... .", WDW VINYL SH W/GR &ISCRN __ - __ -1 1- - 1-1-1 11-1.1 --11 11.1-.111. I—— ­ .111- -11 J, 74 1/2" X 76" ll 1-11 � _..1. 11 ­_ ­­ 111- ­­ I ­.. - -1 .... .. 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I'�,�.",��",,---"-."�-1"�,-,�--�",��-.,-""-I��"",.-i�il'-�--��.�,-_ L0426486 I EA _ ­­ _­,_­­­.­­­­­ _­_­!­­­ 6 X ...... -­­ ----- ­­­.", . .............. � --------- ­­ I --1 111.1 - --11 1-1 WDW VINYL W/GR I... .­­. 1--- "Ill., ­­­­­ --1 ­11*11171 ­­ I I , , I.- 1-1 , , ­­ , ­­ "" ­­ , - i x io I* , , 14634 1.029891i 1-1 .­ � - I -1 1: . f EA .... �_____ I 5/0 X 9/0 __._____________ _ ........ �,,�,".-,�",---,"�11-1--l�--�,,�.,--.,�.--�,.�l---��---�ll,�--,�------��--�ll-���",--"--- S-G-,D--A-LU-M'(W-H,IT-E-)-W/S-C'R-'N-----,---"--- --�-1-11---"----�ll,�1--l--,-,�Iii--"--"�.-�-�11--,---.-��"",-.--,--,-,----�'I 62 1/4" X 96 1/2" f ,_� - ---,---,-,-- ­_­ ____ 16103 - - -----"-----'T 1636i;�9i ____._1-__1-- I—' ___[_, EA 1-1_1. _11-- __`Tf��__­__'____­­ ...... - ­­­ -.,--,-;",, -1_1 1-1---l-11-1-111 --------- - - -- "".-,-�-.--�,.�---�-�.,-.-��,--,-"�.-.",-��,,�-.�.', 5- .1- ,--1 WDW VINYL SH CLEAR NO GR W/SCRN ­­ I �--.�.�,��.��.,�'ll",�-�".��,,�ll,�..�'..��1.11.11-�-..�l,I --- I "...-I I 0 ,_ , � � ­­ ''.1- I , I I— ..... . 1--- 1.11 .....''I'- 1 30" X 48 14634 LO29S466 " ' ­ .. .... ­ " I EA � - 1 6/0 X 6/8'' _ , - ­ "" ­ - , - , " � , ,- I DOOR SGD ALUM (WHITE) W/SCRN _ , '__ __ , � ,. , , , " - - , � '' � - ,- '. - � - 1/4" X 81 1/2' , , , _ __ , - , � _ ,� _ I--"-,------ , , , " , _ I I 16104 L0366994 1 EA , i66.11 ­­­­-, 1-111-1, FX -1 ­­ ­­ ­ _­_, ­­­ ­­ ..... _­­­­_,. ­­ .... ­.- ­­ 11.1'...", I WDW VINYL SH CLEAR NO GR NO SCRN _-11-1-1111 --- I 11.1 - 1.111. 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WDW VINYL FX CLEAR NO GR 1-1-1 ... ­­­­ .. ....... ­ ­­ 11-1--.1.. --1 ­­­ 111-1-1 ... 4-1 I— _1-1 1-1 11.1-1-- ---- 1 48" X 24" 16104 1 L0298926 ; -11 I 1-1 I .11, -1 -111- E A 1 I 1-1-11.1-11 2020 FX' ARCH TOP ­­_ 111-____1-_1_1.____ --- ------ 11-11-1- W6wViNYL FX T ,w�iwi6k ­jj_6WVI�yL"Fj'j�jHT- ­ - - ­­ ­­­- - 1-- I. - 1-11-1 I--.,,-- ­­__ -.- __", I—— --- 11_-__1--1-1___-- ___ 24" X 28" _,__________,_____,_­__,_ __­,_ 16103 __.__,______ - -,- " __FiA L0430847 _­ - I- _­­­_­­.._­­­­­__ ­­­­ --.__-----__-_j 4030 FX TMP z_, ..... . ...... .. _­�­__­,_­___ - ---,-,-,-" ..... ....... ,-"* , " ' * ............. I ... WDW VINYL SH CLEAR NO GR "I"' -11111-'11- I I , , ,-- � .. ...... . ... * """',-1 . .... . . ..... .... . . * .. . .... 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"' X'­�6� 16104 L0434444 :1 -11 .­ ­­ 11-11 ­ EA 1 -1 1. 1, 2036 TMP FX I 1. I—; � � -1 -1 "I I � ­ ­ I WDW VINYL FX WHT W/GR I 11 I , " Z11- I I I - -11111 I - . I -1 1. � , - 1 24" X 42" , , __ 16100 .. ......... . _� 7856 -­­] ' - - ----",--,-,-""-,-,-�-,-,�,��-�-""�-"-,��""-,-",�,--,,�,�---l�.-.,--,.�,�- ..... . EA 1 4050 TWIN ­­ - ­­­­­ __.____­­ I , """ - "' DW VINYL SH W�'&' .... S'C'R' ... N "" ' ' " - , ""' - ..... " , , ""-, .... ....... -_ , , ­ . ......... , ­­­­14�liii4 1 11-1 1-111 ­­ ­­­ "'' f X 60" 16103 L0317309 . I 1-1 -1 I � I I L- - ._­­_­_-­­_­ EA 1 2040 1 -"�--"�-'---''-�-""'��-�"�--'�"'�L�---�--� WDW VINYL SH CLEAR NO GR W/SCRN I ............. .. -"-,-"-,--,-"-----,*-",---,-,-,---"-,----,-"-,----,-- ,__,__,_-,_,__T_ ,____,_,__,_,__,_­____,__ . ..... --",----,--"----,-[,--,----�--------- 24" X 48" _­,___­__ 16103 1 I 11 11 I L0460341 , I E :A , , , '' � ... I 1.11 11 I �. I SiOkSIO FX TMP I'll 1. -1 ­ -11 1-1 _­ -1 "I 11-1 1- -1. 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I— ­ 1.__-A-_. - --1_1 __.6._-.1.1-1_1-1-. 11_1-11111-11 I I'll ------ 1-1.1­1­i�iW­ W/GR & SCRN -111, 11---_.1______-___ -1--l-1-1-1 ­­­ -­ 11 _ I—— I -_11_1.1 � _--_-[_1_ 1, ­­ ___ -11, 1_-__1__-11_._1- --___--_1_%11F__- i�X rA" ­i 16104 L0295462 I EA I 54X12X24ARCH I WDW VINYL W/GR 11 _11- - ­­ ­­ 1 ­­. ­­_­­ I 1-1- -1111-11 1-11 I'll 1 54" X 28" 16103 L0417 92 J 6 _ : ­ "" .. .... . .1. E � ,-.-,,..-"-�l�".--,-,,�,-,�-.,-.-.,-', 2 SO ­­, ­­ 11-1-1_1 ­­ _-11. W VINYL SH CLEAR NO GR W/SCRN , ­-, "-,-- __ __­­,_ ___ ­_,_­_,_,____,___ __­_,__­­,_____ -,-- -,----,-,--,- ­,"', ,- -",--,-",-----,-",,------",----,--"--,-----i--,----"-', ',�1k_.____­____11_­_­_­ No ­ _­______,_­____­­____­_ 16104 ­_ -1_-1________1-1.111 L0295461 `-i ­_­ A EA --f -"-,�----�-"--,�,-,-��,,�,,��-,�",��, ­­__ , -1, �­54X27 _­ - -, "' ­­_ -, __­, -,- .... .. ..... ...... "" ­ .. . .... ­ ""' - I WDW VINYL 1/2 RD W/GR - .. .... ... .. ...... . ..... "" , _", --11--l- -11 j: 1-1 I 1-1 ­­­ - ".. 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I "' ­ ' 114'r ­­ I'll, ", 48" X 15" 16103 L0295460 j -1 .1.1 -11 ­_ I.; EA 1 1_1- ­­ � 25 TMP W/1/2 RD I I—- _._.1.1__111_._1- ­­­­­ --- --11- ­_­ 1-1�11-11-1�-------��.1--l�.11,11�1--l----,��--�,,�l---�--��--�l----�-.,---,� WDW VINYL SH W/GR & SCRN I �-.,�",-"-�,---�"---".--"�"'I - 38" X 86' I ____ " ­ - --------,­ _­ _­_ -,- ----,.-�--�,-�,,��,-�----,---�,-�---, 16104 L0300837 1 EA 1 ­', " 4613 1 , � , . , , , . , ", _­ '' � '' _­ . ­ _ _ _­ TRANSOM VINYL WHT W/GR I ­_ " , , ­­ __ . __­ - ­ 1-1 � � .11 11 . 55" X 16" 1" '*�.' � ­­' ­ ... .... .... ..... .... . ... 54" X 15" 16100 L0310640 .1 -1 I 1- I ­_ ­ _. .-1 - EA I � - I---,-,,_, 25 TW 1/2 EYEBROW I 1-1_--1- -_-1. -1 -111 ­­­ I __1_1111.__-----11.___1 WDW VINYL SH WHT W/GR & SCRN ___-1__.,_ 1- �.--.,��-11---",-�-.1111-.�---,--,-,-�-----"�l- __--1_11_-__- ­­ -1-1- ­ __1 --f--1-- 74,1/i" X 75" 1 . ....... ­__­____­_-.__­____ -111--_ "--"-'-I - - _L-11,1___-_,_,_-___-_ 16104 -6 -----'-'-" __ _'­_­-_' L0295463 f __ ,__­ "'I EA ..... . .......... . _* ­­`­_ ­­ - * --- ------- __­, __ _­_ - -] 4620 - ------ -- ­_ _­__ '­ ---- ----- ------ --- -, "-,-- , ""' , "" , ­­ .... .... TRANSOM VINYL WHT W/GR I __ ....... .... ..... ...... . .. ...... . "" - ""' 5.5"X 2514 1 _ 11-111-.1.1-1_L 111.1 ­­ 1-111 I., 54" X 24" 16100 16100 L0300839 ; 1-11 ­­ ­ -1 "I L0295457 . I EA 1 ­­_ k ­_,_j 25 TW W/ARCH I . .... . i�' - -",- ­­,", "' __ , ­ ­� ----------- ­­ f- TWIN WDW VINYL SH W/GR & SCRN _­__ -1-1 ........... 1---"--,-,,,',,,-,-,---'-'I-",-",'-'L'--,1'1'111,11",I, ­-, W 6" - - -,-,--,,---,,!-"",�,4,-,--l"/-2--,---,--,-",-, W VINYL SH CLEAR NO [--"'-"' 74 1/2- X 67" -"-"-,-,--,,-",----'---�'-"-"'-----'------------'-, " " 16104 --"--' ­ _L6541--i-S - ----- - _-- 1 - _1'31__­_­___­'j__EA ----- --11---,_r_1--__,_-_,___, EA 1 I— - "I" ­­ 4626 ARCH " ­ -, ""' - -­ ­ "' * .. ..... -1___--1__---, ­­­­ .. .... _'_ I -,--,-,-'' -"", -] . .... ­­ , f `R, A` N IS .... 0-M,- "VINYL W/GR ..... . ..... ---­­---­­--'­ -11, I ,---'' -"- ' ........ . ... ,__­_,­­__,__­ ................ . I , ­­ , ­ - ­­ ­ .... ...... ­-, , ­­ ­­­ , ­­ SS"X 34" 1 , ,­ * .... .... .. .... .. . ­' ­­ ­­ "' 54" X 34" 16103 ­ 1-1 1- 1-1 . ­.j,_Ej­_­­­­_­­­j L031730S .. - 1-11 I -1 I— I ­. -,- EA 1 ­­­ 1-_.1-__, - ­­­­_­__­_,_ 2 D ___­ 111-11-- I 1.1-.1 -11- ���,�'llf--�v-.15WV---------,--�-------------!----38" GR W/SCRN INYL SH W/GR & SCRN ­`­_,_­_­,___, --- ---- _­­­,_ --",--, ­_­­"­,_, ­_W6WVI'NYL_SH X63 X 86" ­­- - � 16104 Liii� ----�T---F,----,-,,--"-,-,-"--""--,"---I",--",--,---,-,-",--,"--"---",-* . I I C 501U -,- ... ........ 11-1 I -1, L ­­,"" TRANSOM VINYL W/GR 1 ------- * --------- . ............ . . � ........ ­ I—— .. . . ... ...... ... .... . . .... .... ....... - ­ - -11.1 61" X 19" ]­ . ......... * .. .......... . ­­,",­ .. .... ... .. _ ,--,- -t -1 I 1111.1 � __ __ ,_ __ _ --66"X180 " ­­-, , ­' " "" , "" .... . .... ­_ 16103 L0369490 :1 _­ 11-1 1- .­ ­ EA 1 -----1-_ 26 1-1 11-1..1. I—— -11 ­... --_1-1111111 I—, __'] CLEAR'N'O, GR-,W/SC,R,N-,-" ­ ­,__­ - - _­_ I' ,___--__,___1 ­­­ , ­­ ---,-- - 38"k-72" ­­ --,---,- , -",--,-,--- -"--"-----,---- -, ---,---,- ----,-----,- . - Doors 16103 16103 1.029S459 I - -1-1 -1 -1 ­ � EA 1 L.--.,�ll.�-1.�-,-.�'�Ill'.11--.--,,-,-,�'ll-II.-�,���,-,�,��,,� 26 ARCH TOP -11�1.111"-,,*"--"--,-,",-,--,-,-""--"""-,---,---"�,-"--,,-,-,---,----- _". 1.1-1- WDW VINYL SH W/GR & SCRN W6111-1 ..... . ��.--.-�-,----,-,-�1--l--".�-1-� - ­­ -­_­ _­­ I—- - I—— � _11_-.-- ­­ I - 1. ­­­-­­­- ---- - - -----r i X76 " -1--,-. ­­­ - __11_1_1 - I ��-----"-�-,-----�----,-,","-- -------------,-,--.--,------------�------- I—— ­ 1_.1___---_1111__-_-11 ,--,.I I— - __ "" ­__,_f_,__4ii'iA_,_,___, ­­ """ "" , ­_,_,__­_,_­ '] .. ..... ­­ * ...... * ­­ , ­­ """ � , ­­­ ...... 11- '­ 1-1- '­ . .... . ..... ....... .. ... -I '"Ill, I L ...... .. I ........ ... .. .... . ...... , EA Door 1 35 5/8" X 83 1/160' 1 34d/i��X k Sji6 . .. ... .... ... ­ n ,ii6ifif-_ L0361749 J ­­ I 1.11, �T­ ­­ IT-— EA I � ­­ 26TMPW/l/2RND 1 ­­_­­ 1-11-- I—' ­__ ___1 1_-___.-- 11---,-,-�--l"�1--�l-.---"��.�l.-I-11�--�11--�---,�-,,--,�,�-,-,�"-,-----,-,--,�--"-",-, W VINYL SH W/GR & SCRN , ­ --111-1-111 [ , , " _WX 95 --"---J,-,---"-,-�-�----.-"-,--��--,--,-------,-,- �' - _­_,_,__­_­____­,__,___ " ­­­ I—— ­­­ I—— , """ 11 -11", , I—— ------ I— ""'' ....... _ ­­ ,_­­­_, _ ­ I -11.. "I -11 11-11 --1 ­ ­­.­ -11-1_-_..1 ­_­. - � 111-- ­­ I ­­­ � ­­­ � I'll I— .1- -1 ­­", "' I 1 39 5/8" X 83 1/16" , _, , __ , , 1 38 1/8" X 82 5/16" ix, Door 1" 16100 L0434442 -1 -1 I— ­­ -11 -_-1_1-1_1_t1-- EA 1 26 TRIP I -.1-1-11-1-11 ... ­­ ..... -1- _­­,__­j�_,­ WDW VINYL SH CLEAR NO GR W/SCRN I I ------ ­-­ ­­ �­__­_­____­1­_ -1_11- -1_1_-1_1-_1-__111-1-1_ -1 111111- -11.1-1-f- 111" X 72" I - 1-1111-1-1 ---- --- ­ 11 _­_­ ­­­ ­ ----.,----,-------"�-11--,�-�-�,-"--�-"--�-1-11-.----,-�l-- - 1­1111-11ii _1-11--1-1 ­­ 11- .1. -1-11. I- -11 I ­­­ I -_11-- ­­ I 11-1 -_-111-..1- 1 I—- I I— ­ -11 I—. I ­­., 111--1111 --1 - , - X_ .. . .... I ­­ ­­­­ . . ..... � .... -, � ­­, ­­ ­­ EA Door " "' --1 I I --- I.-�,-�---�1--�,,�.-I���.11--l���I ­­ _­­ ­­, --__1 iSSii 4ii/1­6­11 __ ,_ 34 1/8" X 98 5/16" __.,._- I ­­­ I ­ _11.1-111- 1-1-11-1- 1-1 I -11 I I—— I 11 ­­ -11 I I 1-1 I -11. ­­ I .1 I ­ ­ ­ ­ ­­ " '' ­­ '11' � -1 I— � 11. 39 1 5/8 1 " -1 X - 99 1 1 1 /1 . 6" __­ ­­ - � J' ­­ 38 � 1/8" "' X ' 98 L S/ 1 16" ­, . �­­­ � EA 1 3/08/0 Doo r - I '--------�'�-"�--�-��.1-1-.,L.I.�..��-1---,� .... � ...... ­­,­ ...... ___­ 1.1 ,_f__,_____,___-,_____,__, ______ I .­ ---111-11 11-111- ­- �l.,-....","�.���.",-.,�,�,.�...--"�"...� � -1 L � ­­ -1- I—- -.1.1-1.1-- I—— ­ � A It C H IT E C T S 4 ' /GrouDesi n OUO2. 1 Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 % N 6,77 - !�j E 8 (6 0 E 0 = r. M **^ L L_ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) - PROJECT#: 02997.000/118Rl IPAGE: WINDOW - SCHEDULEJ rARCHRECT: STAM OF FLORIDAI DA": 5/31/18 I SCALE: 1/4"=11_011 1 SHEET D 7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s' LEC MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE U1/ A5?M C1063 2, WIRE TIES TO BE (N0. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. (o' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHE51VE DIRECTLY TO 058 AROUND PENETRATION 'OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH UJISE U11?N ApNESIVE TO THE EXTERIOR) ALIGN THE PROTEC?0 FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 170 THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBG R-1031.1 � To �. Cj' T MIN 6' TO 8' 6' TO 8' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 132(o -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY 1U17H A57M C 1063-12A INSTALL FASTENERS (CLIPS/ STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 8' THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 7 -—PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. (o' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE 'Y' CONTROL JOINT (:x- RTA NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 021 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE 5PRAY ADHESIVE DIRECTLY TO 058 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A5 PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB #1 TAPED T SHEATHING w/ Wl #2 OVER TOP. Wf #2 TO BE LAPPE- VERTICALLY (o' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" 1' MIN. LAP s HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS MINIMUM CLEARANCE (PER MANUR 5PEC5) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (o' 6 VERTICAL LAPS (ROLL ENDS) 4 (o' 6 HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 1' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL tfi .:may, • +x z a N C"L" FLASHING 4 sca.>:: KTh. STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 z (FORTIF15ER BUILDING PAPER OR 76 APPROVED EQUAL) METAL LATH X X X X STUCCO 4 . a d� 5ELF-ADHE6IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I'll"II'I �000000000� SUHDIV. 8c LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS (�ARCHITECT' �SaTATE OF FLORIDA DAT i 5/31/18 SC :1/4"=1'-0" SHEET A R C H IT E C T S Desir1nc Group 1't'+.L N. MUMMLU RCF1%7MIY 6LVIJ. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r /3-1 /18 SCALE: 1 /4" =1' - 0" TEXTURED CEMENTITIOU5 WA2 — COATING � WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) x: —UJRB LAYER 02, FORTIFIBER BUILDING WOOD SHEATHING 8" THICK, 3 COAT PAPER (08 APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER IRB LAYER #1, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER 5PECIFICATION5 STEP FLASHING NAILING FLANGE, STOP WRB APPROX. •�k APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT .. 1 y" ABOVE SHINGLES:X NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER 1" MIN. ';.•:=-;- SELF -ADHERING FLASHING �' " SIDES, /v4' SEALANT 1@ JOINTS ALL AROUND `' a THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH jRYER VENT BLOCK 6 B : NTS. z DRYFLEKT KICKOUT DIVERTER WRB LATER #2, FORTIFIBER BUILDING ::..� PAPER (OR APPROVED EQUAL) a BUILDING PAPER FELT UNDERLAYMENT DRYER VENT F�RAME) 6A ��.�: OVER "QUICK FLASH" � • PIPE THROUGH WALL PER FBC 8103.1.1 SHINGLE ROOFING �'II'II"II EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 31 FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL , EXTEND 1/2" BELOW BUILDING PAPER 'QUICK COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH" ASTM C 926-12A. FASTEN 4" O.C. MAX. VENT PENETRATION A :KTs. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHINGWRB LATER #2, FORTIF15ER LEGEND WOOD— UJBB LAVER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WR5 LAVER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING(��KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH SHEATHING WR5 LAYER #2, u1ooD fi �/5" TEXTURED FIN15H WOOD OR APPROVED EQUAL #Z AT BOTTOM OF ROOF 4 WALL :NTS. a6 UJBB LATER INTERSECTIONS FORTIFfBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR S CMU MEMBER 6 1" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE APPROVED EQUAL) %$" TO %' MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or THICK 3 COAT CEMENT UJOOD FRAMED a PLASTER 4 " DEEP SCREED 6 WIDE STRIP 5ELF STUCCO ° � a° SCRATCH TO C. METER COAT P8108 ELE WALL%8" TO -1/5'MID-WALL s ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP 5CREED MA50NRY BEFORE APPLYING 5ELF-ADHE51VE FLASHING I (PER 3/WAI) 6" 5ELF-ADHERING FLASHING TEXTURED FINISH ,@ MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM ELEC. METER FIELD VERIFY '7A �,AL>=: xt�. '7B ���>`: N.t�. C-8��-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY 5EALANT AT WEEP 5CREED END TO ENP JOINTS ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CUT ENOUGH PROTECTO FORM " FLASH 1 PIECES TO COVER BOX 4 NOTE: ATTACH PER • PAST EACH SIDE. STARTING AT THE MANUR SPECIFICATIONS BOTTOM OF THE BOX, REMOVE LINER AND APPLY MAKE AN THROUGH PUSH TH E PROT CTO FORM E RIGID CAVITY TO BEFILLEp WITH f ID PROTEC FORMF ASN 1 IN THEPR T CTO FORMFLAS 1 FLASH 1 INTO THE OPENING SINGLE T0 COMPLETELY IN THE C NTEROF THE AND ADHEREH T 0TH THE ERE FOAM (G8EAT STUFF' O SfM A8) COVER THE 0 X O8OUT LET OPENING INTERIOR O OF THE OX. R EXTENDING 05 E DIN G TO NO C L ER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 WR5 LAYER 111, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOMERfC COATING DESOF ELEC. METER BOX PROTECTO FORM FLASH I51 R APPROVED PP80YEp EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD • ° • ° • ° • ° ° • ° • ° OVER STUCCO/ C.V. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING ° ° (OR APPROVED EQUAL) o0 0° OVER 60 MIN GRADE "D" o; oo (SEE TYPICAL WALL SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WAI ELECTRICAL CONDUIT OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT o; ° o METAL LATH " IPENETRATION TAI " PENETRATION PPE DETAIL' 8 �ALE: >vTS. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER . . AT ALL JOINTS AN ° ° D .°.°.°.° INTERSECTIONS EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (O8ELECTRICAL STEP 4 STEP 5 RECEPTACLE 9 :N.TA ORIAM CONST STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C T S Desir1nc Group 1't'+.L N. MUMMLU RCF1%7MIY 6LVIJ. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r /3-1 /18 SCALE: 1 /4" =1' - 0" SHEET WA2 � �'II'II"II �000000000� SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT: 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA DATE• /3-1 /18 SCALE: 1 /4" =1' - 0" SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION %4' HAT CHANNEL W/ V WRB LAYER #1, 5TUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) S' THICK, 3 COAT CEMENT WRB LAYER 111, PLASTER 5TUCCOWRAP (OR APPROVED EQUAL) AM(o(o-WFWC-180 CUSTOM GA51NG BEAD (OR APPROVED EQUAL) �N THICK, 3 COAT CEMENT PLASTER WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, a. , � 5ELF-ADHEREING FLASHING 5TUCCOWRAP R P WRAPPED 6 CORNER OF CANTILEVER (OR APPROVED EQUAL) AMIGO AM6(o-UFWC-l80 C x AMICO AM6(o-WFWC-180 CUSTOM CUSTOM CASING BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/DPT. WEEPS) DO NOT CAULK OR SEAL GAP /,--)CASING BEAD DETAIL @ CANT. 1 V H scAi-i:: ws. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK ,@ DRIP EDGE TO DECK 1 Y2'XI %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y'X1 %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y4' GAP FOR BACKER ROD 4 SEALANT 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD #•COMPONENTS PULLED , APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 111, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4a as WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FIN15H 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED 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, Y2' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 NOTE: METAL LATH: LATH TO BE PER FBG 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 'WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) RDRIP EDGE INSTALLATION 11 A U: Krs. IV4' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR d �3 X 3N 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )/2' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 - VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y"X1 Y2" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER COR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY %4' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 HI ••=COMPONENTS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER 12 '51'THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING e I' O.C. MAX. U RB LAYER 111, 5TUCCOWRAP AOR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME 12A SCALE: N.ts. CORNER BEAD (FASTENER 4 SPACING -6 1' O.C.) CMU %s' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12 B SCALE: RT.S. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 i6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 J/2' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING (o' SELF ADHERING 4 FLASHING 1 Y12"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, /V2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA5ING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER s" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ "L" FLASHINCT A R C H I T E C TS Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngroup.co m AA #: 0003325 8 0 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT# - 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA DATE/31 /18 SCAJ SHEET WA3 �I"II'II" �000000000� 8 0 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT# - 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA DATE/31 /18 SCAJ SHEET WA3 WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5' (OR APPRO� WRB LAYER #2, FORTIF15E PAPER (OR APPRO� r " TH CEMEr (o" SELF WINDvw m_/4ivc3r_ CASING BEAD C WINDOW FRAME, NO BAND WOOD CONSTRUCTION BEYON WOOD 5HEATHIN WEATHER RE515TIVE BARRIER WEATHER RE515TIVE BARRIER hko" X 1 Y4" LAP SIDING W/6" REVEA (o" 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z" FLA5HIN STUCCO CASING BEA. SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 /6��X I Y� LAP 511D ING W/(o REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8" FLEXIBLE PVC BACKER ROD) (o" SELF -ADHERING FLASHING %S" THICK, 3 COAT CEMENT PLASTER WEATHER RE516TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 �TUCCOWRAP EQUAL) dG =ORTIFIBER R (OR IAL) I :R WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAVER #2, FORTIFIBEF BUILDING PAPEF (OR APPROVED EQUAL)' METAL LATH !'THICK 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP T' COR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'CODED s 4RITY) " THICK, 3 COAT W TY) CEMENT PLASTER WRB LAYER 1*1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH !'THICK 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 13B scALE: N.TS. (o" 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (0" 5ELF-ADHERING FLASHING GALVD METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND (o" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP (o" MIN. ABOVE TOP OF "Z" FLA5HING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER 01 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING (o" 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER � E -X BEAD VINYL (OR APPROVED EQUAL) CASING (Wl%8 FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO ,_jj(�? FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103,1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SIDING -� Y4' GAP TYP CASING BEAD TO TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `WRB LAYER 111, STUCCOWRAP L WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (o" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 _N doss-sFctioN WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD V1—f-1i�1 I I � CASING BEAD @ RAISED FRAME@,,,,_PAN�DN.T _ GAP TYP METAL LATH CA51NG EsEAD TO WINDOW SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING 777 WINDOW FRAME \—WRB LATER *I, 57UC000JRAP (OR APPROVED EQUAL) 6' WIDE PEEL e STICK OVER FLANGE E -Z BEAD VINYL d I COR APPROVED EQUAL) CASING 2X FRAMING 3 " \MEMBER (W//S FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 5UILDING WRAP EZ �EAD WINDOW CASING WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%S" FLEXIBLE PVC BACKER rtROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (o" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A It C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II"I'llll \0000000001 sUHDIV. 8c LOT: KENSINGTON RESERVE (LOT #118) MODEL"- DORAL AODEL:DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA JAMES rSCDATE• 5/�4E � A4 CUT HOU5EWRAP AT 45* ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED NOU5EWR4P OVER SHEATHING OVER WD TUp WALL TEMPORARILY FOLD -UP i SECURE HOU5EWRAP (C �P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 18 . rLrs. (FRAME WALL FLASHING INSTALLATION DETAIL (MASONRY) FOLD HOU5EWRA IN AT JAMBS 4 51L SLOPE SILL R.O. Tc EXTERIOI INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI H2U (' EQUAL) SEALANT,, WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL i,'3111111N�c (o' SELF -ADHERING i OVER VINYL HEAD JG (WITH END DAM5) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY Sia' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 APPLE' TO BACK AILING FLANGE IN -PUNCHED HOLES OR SLOTS. V Y "IN l . "ND DAMS REQ'D. AT EACH END OF SILL SUPER STRETCH BUTYL FLASHING 0 1 Di J6EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLE' SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTIc APPLE' MEMBRANE FLASHING OVER JOINT O.L. 1 U (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT ;TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 1../ 1 1 -JI v NOTE: 1. IT 15 THE CONTACTORS RE5PON518ILTY TO VERIFY THE COMPAT151LITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPAT 1 BLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �0vvvvvvvoJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #118) MODEL: DORAL (VERSION#01) PROJECT#: 02997.000/118R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA DAT : " /31/18 SC :1/4"=1'-0" SHEET WA5