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Home My WebLink About3822 Crawley Down Lp 18-2454 (a)7 DOJIL A mcon copy VERSION 0 1 FORM REVIEWED POR CODE COMPLIANCE PLAh�S EXAMINER E�AJE SANFOM BILJILDING, DIVISION A PERMIT ISSOEF', HALL CE ("C',,NS 71M.)ED 10, BE A LICENSE TO PROCEED VVI-FLJ THE VdORK AND NOT AS AUTHORITY 10VIOLATE, 'CX -EL. ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSIJANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROIN,11 Th'FREAFT ER REQUIRING A CORRECTION OF ERRORS IN PLAINS, CONSTRUk'-'• TiON OR VIOLATIONS OF THIS CODE ".—Tr"N TEST .D f?es- is to fieo "I Slat,, b—pection C ars oes-co #18-2454 * STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION 0 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 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 o ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL 1 FRONT & REAR ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS RYAN HOMES —TAMPA @OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 * CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN TAMPA, FL 33619 a MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 9 BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 4.1 STAIR SECTION C.T. CERAMIC TILE PLYWD. PLYWOOD 5 FOUNDATION PLAN — VASD = 116 MPH D. DRYER PR. PAIR * STATE OF FLORIDA 0 RISK CATEGORY — 11 DBL. DOUBLE P.T. PRESSURE TREATED 5A FOUNDATION DETAILS 0 EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5B DOWEL PLAN PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 9 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5C LINTEL PLAN (LOTT'S) JAMES CANTWELL * 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5D LINTEL PLAN (CAST—CRETE) DP. DEEP REF. REFRIGERATOR AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 5E LINTEL PLAN (QUALITY PRECAST) D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR 6 FIRST FLOOR FRAMING 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 BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8 ENTRY SECTION DETAIL LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 9 FIRST FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel:(407) 774-6078 EXH. EXHAUST Sim. SIMILAR EXT. EXTERIOR SL. SLIDING 9.1 SECOND FLOOR ELECTRICAL PLAN AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D1 SECTIONS/DETAILS FLR. FLOOR THK. THICK D2 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB CHAMPION'S RESERVE 140—B FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D3 SECTIONS/DETAILS FTG. 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. VAPOR PROOF D7 WINDOW VCHEDULE HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER REVIEW BY BUILDER GYP. BD. GYPSUM BOARD W/ WITH KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD WAI WALL ASSEMBLY DETAILS H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140—B HDR. HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT. OR HT HEIGHT W.I. WROUGHT IRON INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS McCORMICK RESERVE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q. FT. CALC. 3 S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B IST FLR. LIVING 162 50. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B 2ND FLR. LIVING 1,125 SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 1"i SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 34 SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 452 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 140 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND TOTAL 2,5I3 SQ. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. 07 A R C N I T E T 5 DesignrouG ou 1. Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33DrV. & LLADO7q.1 KENSINGTON RESERVE (LOT #97) M03D]Cr.,-. DORAL (VERSIOK#01) PROJECT: 2997.000 PAGE: COVER SHEET ARCHITECT STATE OF FLORAI wilAim DAIJ!E: 3/30/18 S#AL.E: 1/4 )$=if_0" ET OF 9 1 3 �'llll""I \DODOODDOD� SU33DrV. & LLADO7q.1 KENSINGTON RESERVE (LOT #97) M03D]Cr.,-. DORAL (VERSIOK#01) PROJECT: 2997.000 PAGE: COVER SHEET ARCHITECT STATE OF FLORAI wilAim DAIJ!E: 3/30/18 S#AL.E: 1/4 )$=if_0" ET OF 9 1 3 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (`BCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS rPSF) Al. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 A3. ATTICS WIOUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A.B. DECKS 40 A7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS rPSF) B.I. ALL AREAS 10 C. ROOF LIVE LOAD *k 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 EA. 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 (GQ -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD LS F1 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 'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECTIENGINEER 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 DRAW NGS 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" AF.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). 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 AROOM 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 1 318 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 AREABY 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 %-INCH GYPSUM BOARD OR EQUIVALENT. L%170 urnav 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 HEREINSEE 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. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 6. 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. 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 12. SWM MMING 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 CN 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 696AIR 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. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TOANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402! ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE 14" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 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 318 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 Maj 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 3• B CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. 05, W31 OR D31 AND SMALLER 7• C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS D.1. PRI MARY REINFORCE ME NT, TI ES, STIRRUPS AND SPIRALS 1�/• 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 SUCHA 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. 76% 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. I Iffilli 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.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTICN BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIQUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL. GRADE 518" OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15/32' APA -RATED O.S.B SHEATHING. PROVIDE PANEL -CLIPS AT MD -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #f2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OFANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION 16, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MNIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W1 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 (92AM'). 21. 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. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PIX 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 1 00'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 MAXI MUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM'/:' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM '/,' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" 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 -0O26 3. LATH & ACCESORIES PER ASTM -G1063 -11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LI MITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTWC-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 LIFESPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS 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: 01/01118 A R C H I T E C TS 14ff7. I\. KVIVALU KLAUAR 6LVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #i: 0003325 StMDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: GENERAL NOTES ARCHITECT= STATE OF FLORIDA APR 0 2 qlL=: 3/30/18 CAI.E: 1/4"=1'- O" GNOF g 1 �IIIIIIIIII .0000voovo, StMDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: GENERAL NOTES ARCHITECT= STATE OF FLORIDA APR 0 2 qlL=: 3/30/18 CAI.E: 1/4"=1'- O" GNOF g 1 (DaM.F DTL. r 2 BANDQ DTL. 1/2 2 I/V f/' "C2 1/2' O)MSTONE DTL. 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 1171 Sqn NET FREE VENIII,ATION AREA REQUIRED 1/SDO) no 34FE REQUIRED VENTILATION AREA 3.90 x 144 56 1 %IN M REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 552.1) 2LO %a OFF RIDGE VENTILATION AREA 115 3Q R/WZ SOFFIT VENT VENTILATION PER IF 11.74 24]N./IF TOTAL # OF VENTS REQUIRED L44 TOTAL # OF VENTS PROVIDED 9 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 281 %a REQUIRED LF OF SOFFIT VENTILATION 24 LF PROVIDED IF OF SOFFIT VENTILATION 122 IF ENTRY & GARAGE ATTIC VENT CALLS ARn OF ATTIC 35941M NST FRSE VENTIUMN AREA REQUIRED 1171-5-03— MM KIM REQUMM VENTILATION AREA 0.23 x 144 93.6 XII SOFFIT VENT VENTILATION PER IF 11.74 341K/Lf REQUIRED IF OF SOFFIT VENTILATION 3 IF PROVIDED IF OF SOFFIT VENTILATION 25 LF LANAI ATTIC VENT CALLS MM OF ATTIC 140 Rn NET FREE VENTILATION AREA REQUIRED (1/150) 0.99 %FL REQUIRED VENTILATION AREA 0.99 x 144 194.4 RM SOFFIT VENT VENTILATION PER IF 11.74 8411./LF REQUIRED IF OF SOFFIT VENTILATION 12LF PROVIDED IF OF SOFFIT VENTILATION 38 IF 1 11-0 18' -8 3/4' 5Rs. I-4Cxt. 1rt'-8 3/4' HDR. HCxt 2 T_ 10'-8 3/4' 2ND FF. V-4' 5R3. PGT. _ 8'-0" NDP. HGT.o -- 4' UPy E SST/UyCC�O IBANO i 111') EXIURED CEMETITIOuB---' COATING PER (ASTM 0926) (TYP) 0'-0' FIN. 1 -LR -,o - 12 1' 1 t IV -5 3/4' 5RG. HGT. M-8 3/4' HDR. HC%T. TEXTURED CEWENTIOUS COATINGS PER (ASTM r' 0926) (TTP) 10'-8 3/4" 2ND FF. V-4' 5R3. HGT. _ V-0, HDR. HG1-.06 _ TEXTURED CEMENTIOUS COATIWS PER (ASTM 0926) (TYP) 0'-0' FIN. Fl -R. FRONT ELEVATION SCALE: 1/4 a I'-0' ELEVATION C OFF RIDGE VENT 12 5 I ao 6' IUDE STUCCO BAND (TYP) IS' -8 3/4' 5RG. PGT. 3/4" HDR. PGT._ ,..-- 4' WIDE stucco BAND (TYP) ,..--- 2' WIDE STUCCO BAND (TYP) 0 �- 4' WIDE STUCCO r- 5" (1YP) �r I in 10'-8 3/4' 2ND FF. _ 9'-4' 5RG. IGT. IL -1'-0' s REAR ELEVATION SCALE.- 1/4 - 1'-0' ELEVATION E- 4' WIDE STUCCO BAND (TYP) 0-0' FIN. FLP. A18'-8 3/4" 5RG. HGT. 3/4' HDR. HGT. r ,410'-8 3/4' 2ND FF. d4CV -4" 5R3. HGT. 8'-0" HDR HGT. 0'-0" FIN. FLR. 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 � �IIIIIIIIII .00vovvvoo, 8U'BDIV. 8e IAT: KENSINGTON RESERVE (IAT #97) MOTLEL: DORAL (VERSION#01) PROJECT #: 2997.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT= STATE OF FLORIDA APR 0 2 a : 3/30/18 Arm: 1/4„=1'—o" SHEET 1 of 9 t 12 5 � 1-011 16-8 3/4" 5FZ3. HGT. -- I OFF*E VENT - _dk, 18'-8 3/4' 5RS. HGT. TEXTURED CEMENTf0U8 S COATING PER (ASTM 12 6926) (TYP) 12 5� 10'-8 3/4' 2ND F.F. 00 8 S1 -4m BRCS. HGT.,&, 9' - 4" BRG. NCxt. 8'-0" IDR. +fit. — — — � — — — — — — � — — — — — � 8'-0' HDR. NCst. 11-2 TEXTURED CEMENtIOUS 4' WIDE COATINGS PER (ASTM STlJCCO BAND 61 (TVP) C926) (TYP) � to 18'- 8 3/4' BRO;. HGT. 40 1'V - S 3/4' HDR. HGT. LEFT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION C 12 OFF RIDGE VENT 0--0' FIN. FLR, TE)C1'URED cEr'IENTIOUS COAt�b PER�(ASTM r -,- t S 12 1,_0, �5VA 10'-8 3/4" 2ND F.F. al of 9' - 4' 5F;Rs. H -GT. 8'-0" HDR- HGT.ob _ ----------- CJ - - - - - - - CJ - - - - - 8'-0" HDR. HCxT. 4' WIDE STUCCO { SAND (TVP) TEXTURED CEMENTIOUS 1-01 18'-8 3/4' BRCS. HGT. 0'-0" FIN. FLR- COATING PER (ASTM C926) (TYP) J RIGHT ELEVATION SCALE: 1/4 - I'-0' ELEVATION C ARCHITECTS / De0 sn Grou W-ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ,00vovovoo, E 8m E 0 r c SXMDIV. de LOT: KENSINGTON RESERVE (IAT #97) MODEL: DORAL (VERSION#01) PROJECTfp: 2997.000 PAGE: LEFT RIGHT ELEVATIONS ARCHITECT-. STATE OF R.ORIDA El r ATE: 3/30/18 )4bAt.M: 1/4$$=1'-0" HET 2 Or 9 SQ.FT. CALC.'S IST 1=LR LIVING 162 SGL FT. 2ND FLR, LIVING 1,125 SGL FT. TOTAL LIVING I"I $GL FT. ENTRY 34 SGL FT. GARAGE 452 SGL FT. LANAI 140 SGL FT. TOTAL 2,513 SGL FT. nmm�mi COMPCNW AM CLACCM ww SMOWINDEXPOSIM FOR 3 SECOND GUM cru. t � o�T� 2 ww 1 112 161-01 x 1'-0' S 26891-3269 1 14 3080 M 4 301481-3218 3 n 2 4 30.84/-3355 4 11 15 -SIS 5 3084/-3355 5 11 25 -SH 4 3084/-3355 6 65 BMW 5 18591-3119 6A 33 (2) 25 -SH 5 29.41/-32.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASO =116 MPH 5. INTERNAL PRESSURE COEFFICENT= + .IS C. RISK CATEGORY=TYPE 11 D. EXrOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS i CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. MCK 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. F c V 261 CABINET SECTION 7,1;,l .. 1 _. ....1 _. A..,-. FIRST FLOOR PIAN SCALE: 1/4 = I'-0' ELEVATION -C ARCHITECTS LUNUVVUUU, hL 3Z/O7 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � 1 �IIIIIIIIII ,0000vvvooJ E 8E 0 r c SUBDIV. de LrOT: KENSINGTON RESERVE (LOT #97) MO DEL: DORAL (VERSION#01) PROJECTAO: 2997.000 PAGE: FIRST FLOOR PLAN ARCHi I ECT -- STATE OF FLORA 3D#77b--. 3/30/18 'LE: 1/4"=1'— 0" TA SHEET 3 or 9 COMPOMMr AND O.ADDIII C NIDD LOADS MM MILD EXF0a E FOR 3 8130010 auff 8 CALL i � DE91G1N1�IM M M'H VOID 1 30 (2) 5 MV -3815 2 15 RESTS 5 3L061-4103 E3 3 9 3030 -FG 5 AW/42.10 4 15 305044 5 3L06/4103 5 15 4 AM -3316 6 5 4013� 4 3LW/-34.60 7 15 SSS 4 3L061-33: ib E 8 8 2 4 3LW/-34.60 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT■+ .18 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NO'T'E: VALUES F,OR COMPONENTS t CLADDING PRESSWRE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH M. (201-1) ALLOWS THESE F'RESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F TO DRT"L NSTALLATION ON ALL FRAMNG T-0'FROM TIDE FINISHWILL BE SPRAYED AND MATED IW 'BORATE' A TERMITE TREATED SPRAY LINE OF I& r �LRBELOW-------------� I I 14'-2' 4'-4' 0 31-41 7 01 I 40 3050-$14 4 3050 -OW 5 EGFI ES6 O ( o 60x34 — IR -ISH — m SHWR PAN m I QEML I � r- I 0. BATH `�I a W.I.C. 4STU tom. r OWNERS v7TE �I 8�R/T I e� I STUD 8'-0' CM Lav Lav e (CaAWET) ® ®n --- ----1 �9 4 -SH IR -ISH 4.1 e I e BEDROOM # �? 3 e 18 " Q (cAlt) 0 � 1 - `� -- � 36 x221 dl .Sl I FAM _ r-01AGcEW .S r � iii 1 8 i 11 ii� n - - i�/t _ v 61 c C HATH 1 ' R I UND. a `; 1'-2'I C1:� -3'-Z' h'-9' 3'-4° I *-= 3'-2 5(0' I'-2' I'-4 I I O B S FVST IR -ISH 1 LOFT 14'-42x16'-6' W-0' U.G. _ (Gr41�'Ert) DEL _I N 5-0 STUD BI -FOLD LIN 1 3 BEDROOM #2 3030 -FG S -0 CM (CAM"ET) r 0 � I 3m5m-SH C4 I EGRESS p I (2) 3050-514 RE53 O L---- — — — — EC� LINE OF bt ----- ------ ------J FLR BELOW — — — 0 61 _I 4'-4' 4'-4' S'-3° 5'-3" 5'-5" 5'-5' 301-01 SECOND FLOOR FLAN SCALE: 1/4 - 1'-V' ELEYaTM-C ARCHITECTS -) GrouDesign p �ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUHDIY. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECOND FLOOR PLAN ARCHRECT: STATE OF FLORIDA D ' : 3/30/18 CALM: i/4 "=i'-0" S EMET 4 or 9 1 �0�0000000� SUHDIY. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECOND FLOOR PLAN ARCHRECT: STATE OF FLORIDA D ' : 3/30/18 CALM: i/4 "=i'-0" S EMET 4 or 9 10'-S 3/4" 2ND. FIN. FLR. 9' - 4' 5RG. Ht. 0'-0" FIN. 1=L1z. 2x4 P.T. PLATE SECURE UJ/ - 10d CUT NAILS IV' O.G. MAX. 3/4' TtG SUB FLOOR GLUED t SCREWED PER NAILING SCHEDULE PRE -ENG. FLR. TRUSSES PER TRUSS PLAN Lxit 7I I" irwar-m STAIR (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SU8 FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING UJ/ 126 NAILS TO 8E NAILED FROM BACKSIDE (3) 2x12 SYP STRINGERS SECURED UJ/ 12d NAILS as W-8" O.G. — 2x12 S.Y.P. TREAD 2x4 RE-INFORCING ! EA. 2x12 STRINGER SECTION SCALE: 1/2 = V-0" A R C H IT EC TS 4Desi n G1roU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I"I'll'II \DOOODOOODI StMDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: STAIR SECTION ARCHITECT: STATE Of= FLORIDA D 3/30/18 ALE: 1/4"=19- 0" MEET 4. l or 9 SECURE STRAP TO CONC. W1 (2 ) 3/16'x2' TAPCONS 3 1/2' TI CONC. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) *&xl 1/4 SHEET METAL SCIREW$ A/C CONNECTION TO PAD DETAIL -' SA 24W'xl2' CONG. FTGL IV4" 44 W/ W5 REBARS 6' O/C 7'-0° 2'-8' Ifo' -0" EA WAY ON CHAIRS g'-8' 21'-4" W/ MIN. 3' COYER FOUNDATION PLAN_ SCALE: 1/4 ■ I'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RIJN WDERNEATH SLAB OR OVERREAD PER FIELD CONDITIONS a A L r!ARCHITECTS Des Grouo12c. 1441 N. RONALD REAGAN BLVD. 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LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r : 3/50/18 s ET 5 Aoir 9 � X1111111111 ,voovovvov, VHDIV. 81: LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 299'7.000 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DA : 3/50/18 s ET 5 Aoir 9 16'-4" ■ ■ ■ ■ ■ ■ ■ ■ NJ JOE ■ 2-f'-4' oo 281-01 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m� h 'aj � ■ 't m In N cX1 ■ - N ' � N ■ h 10, 'n 4'-6' ■ , . .. N ■ 2'-4" ■ ■ ■ ■ ■ ■ -------------------- DOWEL PLAN SCALE: 1/4 - V -m' 1=MVAT104-C A R C H IT E C TS 000FGrouPinc.Desn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � X1111111111 .00000vvvv. SVBDIV. di: IAT: KENSINGTON RESERVE (IAT #97) MODEL: DORAL (VERSION#01) PROJ'ECTV F: 2997.000 PAGE: DOWEL PLAN ARCHITECT= STATE OF FLCIDA 18 DA' : 3X30/18 SCALE: 1/4 1$ =1'-O 31ftET 5BOF 9 GREAT ROOM 9'-4' CLC. FOYER 9'-4' M& ENTRY 9'-4' CL& L-ZA - - - - - - - - - - - - - - - - - -- - - - - - - - - - I LANAI L-6 I DINING II I II I II I KITCHEN 2 -CAR GARAGE 9'-4' C44 -----44447 1� L -I L( ---------- 16'-01 x 1'-01 01.161./ LINTEL PLAN_ SCALE: 1/4 - i'-& ELEVATION -G GENERAL NOTES: 1, CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R{a@5 12. FLORIDA BUILDING CODE Rc'9=SIDENTIAL, 6TH EDITION (2017), SECTIONS 19012 4 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-00). IA. AMERICAN SOCIETY OF CIYIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-101. 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE 5TRENGTH AT 26 DAYS: 2-1.1. PRE -CAST LU/STANDARD REiNFORCEMETNT-4000 PSI 212. PRE _CAST W/PRESTRESS REINPORCEMENT-6000 PSI 2-13- GROUT PFR ASTM 0416 - 3000 PSI W/ MAX. 3/8' AGC4RFGATE, 8' TO 11' BLUMP- 22. REINFORCING BARS: 221- STEEL PLACED IN PRECAST LINTEL AT TiME OF FABRICATION ASTM A615 (GRADE 60) 22.2. STEEL IN LiNTEL AND KNOCKOUT BLOCK (PLACED IN FiELD) ASTM A615 (GRADE 40). 2.3. FIVE -5TF-:65EL) STRANDS A611'1 A41& 1 -WIRE, 5TRES-6 RELIEVED 210 K51 2A DETAIL REINFORCEMENT IN ACCORDANCE WiTH ACi 315, 25. CONCRETING OPERATIONS SHALL COMPLY WiTH ACi STANDARDS. 3. MASONRY: 3.1. DESIGN AND GON5TRUCTI0N SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 3.2, MNIMUM MASONRY UNIT STRSW4TH: FM 1500 PBI, 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL. 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 5" (L)ITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING COTOF R F5lnFNTIAL, 5TH EDITION (2014), SECTION 21041.5 TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SAFE LATERAL LOADS (PLF) Total8..IV La two PLAN Bk8' SCUD 2'•10' Precast 1990 3964 3'42' Pretest 1108 2418 4'-0' Precast 644 1674 44' precast 638 7266 4.8' Precast 586 1163 F-4' Precast 668 055 5'-10' Precast 543 P05 15'4' Precast 634 664 6'-6' Precast 612 888 6'-8' Precast 518 v 1'-6' Precast 446 318 1'-8' Precast 425 894 8'-0 Precast 361 614 &-4' Precast 354 145 9'-4' precast 211 563 10'-6' Precast 192 463 II' -4' Precast 196 620 12'-0' precast 164 549 12'-6' Precast 143 504 13'-0' Precast 116 404 14'-0' Precast 99 391 414 Prestressed NA. 341 f5'-4' Prestressed NA. 302 IT -4' prestressed NA. 213 t9'-4' Prestressed NA. nb 20'-0' Restressed NA. 59 21'-4' Pirmatnsss•d NA. 01 22'-4'Pfeatressed (2) 02 NA. 20 24'-0' Proetreeeed NA. �l 93 NR • Not Recommended LINTEL SAFE LATERAL LOADS (PLF] Total L"th Tye 8' DOOR HEADER PLAIN O' DOOR 4APM SOLID 11'-4' Frust 114 2011 4'-0' Precast 950 wn 4'-2' Precast 861 521 4'-4' Procrit 185 nor, 4'1' Precast (fig 1166 5'-8' Precast 6910 trm 4'-6' Precast 504 L-6 T-8' Precast 411 L -6A -1'-a' Precast356 1119 rL 3'-2' precast 286 535 '\**7-i;) LOTTS gr/' CONCRETE P.O, BOX 771255 WINTER GARDEN, FL 34777 PH. (4007) 656 2112 LiNTr=L NO. LENGTH I I7M W-4' BiG HT. COMMENTS L -i 11'-4' a%-S-(UII,KU. PRESTWOWD L-2 4'-6" SM-SdUIIM RECE66ED L -2A 6'-8' ate-641JLKUL 4248 L-25 4'-0' 8/16-S-(IMVJL rs 7 STIRRUPS AT 4•-0' 4x L-3 W-6' &%-S-(IJUKVJL (2) 12 L-4 4'-6' 8/16-6-flufoil- 3831 L-5 4'-6' 8116-S-I'ix"M . 2'-8' L-6 9'-4' M -S-1 mIlL 1183 L -6A -1'-a' W11645-MmIlL 1119 1�, �•(1) #6 CON7IN000S ''I� . / 1--8"X18' KNOCKOUT BLOCK 8/16-5-0) #/161) j5 PRECAST '9-4 am -S-0) X AQ) 9 $f6 -S-0) X 40) 95, NOMINAL VIDTH/1-LIGHT OF LINTEL Ir PLAIN OR SOLID LINTEL [8/16-P-#U/#L] I No, OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY 3A, CownNUOUS 'i� �8"X1le KNOCKOUT BUM MOD GROUT 3000 PS (RACED IN FED) (PLACED IN FIELD)' •' _ .; TOP BARS;•.•s� 'fir I SEE SCHEDULE e' s. •' � •f • ~ 0) 05 CONTINUOUS UPLIFT UPLIFT CAPACITY CAPACITY rInL WSU 05L Om rs T 4'-0e oc 1'-6' (moo OR NE DED) • (1) IB CONTINUOUS BEJa 4248 SL1 it .E (CAST) 8/16-5-0) #/161) j5 PRECAST '9-4 am -S-0) X AQ) 9 $f6 -S-0) X 40) 95, NOMINAL VIDTH/1-LIGHT OF LINTEL Ir PLAIN OR SOLID LINTEL [8/16-P-#U/#L] I No, OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY 3A, CownNUOUS 'i� �8"X1le KNOCKOUT BUM (� STRANDS 7/18--- I1' 7 NNE STRESS RaMM miKr CARO. PRESTRESSED 1� 8/16-S-0) #5A1) #5 PRESTRESSED 3000 PS (RACED IN FED) TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS 'fir LINTEL TYPE e' s. •' � UNFILLED GRAVITY GRAVITY GRAVITT CAPACITY CAPACITY CAPACITY (]FK (O75U (L)5L (I)SU UPLIFT UPLIFT CAPACITY CAPACITY rInL WSU 05L Om SCHEDULE 1'-6' PRECAST • (1) IB CONTINUOUS (2? 12 4248 1809 1809 85n rs 7 STIRRUPS AT 4•-0' 4x Y-6' 2'-2' 10 CnEO OR WELDED) (2) 12 (2)4 2415 (� STRANDS 7/18--- I1' 7 NNE STRESS RaMM miKr CARO. PRESTRESSED 1� 8/16-S-0) #5A1) #5 PRESTRESSED - - . .2 ... TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 61IMGRAVITY GRAVITY UPLIFT LewLENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR fo)% (I)5LL I (U51- (DSU 1 ()9L (I)SU (1)51- f2)5U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16• COMPOSITE LINTELS LINTEL CLEAR LINTEL Til -5 LINTEL STEEL GRAVITY I GRAINY UF1.Fi UPLIFT LENGTH BPpN CAPACITY CAPpGiTY CAPACITY CAPACITY BOTTOM 544 TOP BAR (0)5L NSU {V% NSU !1751 (1_IT (IFIL (2J'SU MI TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I umFT LENGTH I SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP 9AR (O75L NSU I(V%0 5u �flni(IM 0,5L (2r% TABLE No, 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TTFE LINTEL 81EEL GRAVIT7GRAVITY 11F -F1 LFLF1 LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BONOM BAR I TOP BAR (C,L ftft (Ls SL (1I (m (ll'LL (U'3L (2)15U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTELTYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LEND H 9PpN BO TOM BAR TOP BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPAGTT CAPACITY (CM (U5U (1781(Ir5U (1751(11511 I (V%Or5U TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LNTEL CLEAR LENGTH SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GRAVITT CAPACITY CAPACITY CAPACITY (]FK (O75U (L)5L (I)SU UPLIFT UPLIFT CAPACITY CAPACITY rInL WSU 05L Om 21.- 1'-6' PRECAST (2).2 (2? 12 4248 1809 1809 85n 10000 Y-6' 2'-2' PRECAST (2) 12 (2)4 2415 3531 3831 4815 4815 4'-0' 2'-8' PRECAST !2) 2 (2)4 1183 2111 ZIT 3386335b 1119 4'-4' 3'-2' PRECAST (2? -2 (2) 4 1'43 210 2165 2606 2608 4'-8' 3'-4" PRECAST (2).2 (7).2 832 2011 2911 2421 2421 5'4' 4'-0' PRIECAST (2).5 (2) 2 10EG 1651 1651 1069 1881 5'-10' 4'-b' FRECAST (2).5 (2) 2 860 1423 1423 14-0 1609 W-4' F-0' PRECAST (21 M (2) 2 740 1293 1283 Qlb 1405 6'4' 5'-2' PRECAST (2) M (2) 2 710 1232 1232 Be 1348 6'-8' S'-4' PRECAST (2)-4 (2) 2 682 1184 1184 1881 1295 156' 6'-2' PRECAST (2) 14 (2) 02 570 9'01 991 825 1082 1'$' 6'.4' PRECAST (2)-4 (2) 2 551 959 SS 784 1041 8'-0' 6'-8' FRECAST (2)"41 (2) 2 516 902 Bat 712 984 8'-4' 1'0' PRECAST (2) 14 (2) 2 488 ema 8151 648 B2'I 9'-4' 8'-0' PRECAST (2) 14 (2) 2 446 126 126 409 190 101-6' V-2' FRECAST (2) 14 (2) 2 354 610 610 300 613 10'-0' FIWXAST (2).1 (215 35 567 561 317 601 10'-8' PRECAST (2) 5 (2) •3 292 525 525 271 %1 11'-2' FRECAST (2).5 (2)'3 271 490 498 251 512 12'-0' PRECAST (2) 5 (2) s3 255 488 4158 214 442 14'-0' 12'-8' PRECAST (2)5 (2)+3 23B 430 430 190 3% 14'-8' 13'-4' PRE67RE5bED (2) s4 (2) 2 PLR 415 410 230 446 15'-4' 11 PRESTRESED (2)+4 (2)2 NR 319 319 210 401 11'-4' 16'-O' P"tSEWD 0J a4 (2) 2 NR 286 280 163 311 14 1 18'-0' I PT;ESTFE88ED 1 (2)S (2)43 NR 224 224 131 254 bTF£85ED (2)' (2)'3 NR 20l 207 122 23T BTiemw (2) S (2)'3 NR 117 111 101 2" W SiD (2) b (2)•3 HR 164 164 100 195ST1E86ED (21'5 (2) 9 PLR 132 132 84 1 163 - - . .2 ... TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 61IMGRAVITY GRAVITY UPLIFT LewLENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR fo)% (I)5LL I (U51- (DSU 1 ()9L (I)SU (1)51- f2)5U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16• COMPOSITE LINTELS LINTEL CLEAR LINTEL Til -5 LINTEL STEEL GRAVITY I GRAINY UF1.Fi UPLIFT LENGTH BPpN CAPACITY CAPpGiTY CAPACITY CAPACITY BOTTOM 544 TOP BAR (0)5L NSU {V% NSU !1751 (1_IT (IFIL (2J'SU MI TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I umFT LENGTH I SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP 9AR (O75L NSU I(V%0 5u �flni(IM 0,5L (2r% TABLE No, 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TTFE LINTEL 81EEL GRAVIT7GRAVITY 11F -F1 LFLF1 LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BONOM BAR I TOP BAR (C,L ftft (Ls SL (1I (m (ll'LL (U'3L (2)15U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTELTYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LEND H 9PpN BO TOM BAR TOP BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPAGTT CAPACITY (CM (U5U (1781(Ir5U (1751(11511 I (V%Or5U 32. t" TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAYITY GRAVITYLFLFT UPLIFT LIE,47A SPAN CAPACITY CAPACITY CAPACITY CAPACITY SI BAR TOP BAR 10X1(MU (IFrL (VU (U'SL OnU (IDSL (2)5U -4 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GPAY17Y UPLIFT UPLIFT iN SPAN CAPACI77 CAPACITY CAPACTIY CAPACITY wrcM BAR TOP BAR 10)51 lU5U ru9L Ct)5U (1751 (1J5U (Im51 (2)5l TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LNtfL. CLEAR LINTEL TYPE LINTEL STEEL GRAYITYGRAYT(Y UIILIFT UPLIFT L?YsTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 80TTCM BAR TOP BAR (0)5L NIDU {IFA (U5U (1hL (M (Id5L RA4 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL. ENGIN CLEAR SPAN LINTEL TYPE LINTEL STEEL LtFILLED GRAVITY BOTTOM BAR TOP BAR CAPACITY GRAYTTT CAPACITY (IFA (015!1 GRAWT CAPACITY (m mss UPLIFt CAPACITY (115L WSU UPLIFT CAPACITY (IrL (215U Y-8 2'•4" PRF -CAS (2)4 (2)2 1360 91 1591 2234 34 4'-0' 2'-8" T (212 (7) -11 1131 1425 W25 4763 1063 4'•2' 2'-6D' PRECAST (2)'2 (2).2 1042 020 1720 TIM 1119 4'-4' 1.0' FIWC46T (2)2 (2)2 963 E30 !230 6% 69b 4' 5, 3'4' PRECAST (2) 2 (2) 2 wb Im 1001 13% 096 5'-8 4'-4' PRECAST (2)•3 (2)2 5% 846 046 11!703 6911 rC 1.8, e 4 5'-0' PRECAST (D M4 (21 458 693 693 688 l9@ T-8' b'-4' PRECAST (2J Z (2J 2 311 5" 566 499 641 8'-8' T-4' PRECAST 127'4 2 316 400 1 480 31m 1 546 PRECAST (2)'W1 213 4m. 1 415 1 291 472 32. t" TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAYITY GRAVITYLFLFT UPLIFT LIE,47A SPAN CAPACITY CAPACITY CAPACITY CAPACITY SI BAR TOP BAR 10X1(MU (IFrL (VU (U'SL OnU (IDSL (2)5U -4 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GPAY17Y UPLIFT UPLIFT iN SPAN CAPACI77 CAPACITY CAPACTIY CAPACITY wrcM BAR TOP BAR 10)51 lU5U ru9L Ct)5U (1751 (1J5U (Im51 (2)5l TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LNtfL. CLEAR LINTEL TYPE LINTEL STEEL GRAYITYGRAYT(Y UIILIFT UPLIFT L?YsTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 80TTCM BAR TOP BAR (0)5L NIDU {IFA (U5U (1hL (M (Id5L RA4 ARCHITECTS Desio2Grou. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r M.. 1 � ••+, .. `• �•s� 1 • w 4B•. i 69 • M: 906 ! � • 17 •.. ,. e1 .. '16 ?• �,+•• .40• 411 •s .: i„ % e 'dQ} t • rC 1.8, e 4 :.. w I 3 la/16' 3 IiJli' ARCHITECTS Desio2Grou. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII oovovvoJ E 8E 0 t C. sUf33Dr V. & WIS KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT: 2997.000 PAGE: LINTEL PLAN (LOTTvS) ARCHITECT STATE OF R.ORIDA APR W018 DA 30/18 sC :1/4"=1m-0" s ET 15Cor 4C^%T044W4Td LINTEL SCHEDUL LINTEL NO. LENCGTH TYPE W-4' BRCS WT. COMMENTS L-1 1i'-4' Mb -EW PRESTRESSED L-2 4'-6' OW4-05ff W-CSSSED L -2A 6'-6' W&OI/R 11. The number 1n the the parenthesis indicates the L-28 4'-0' 0%-013/1? rebar. Example T-6' lintel type BF32-15 safe L-3 4'-6' 0%-96ff (.85) = 5501 plf L-4 4'-6' 0%-OWT L-5 4'-6' 9%-OWT L-6 9'-4' aft -e fi L -6A 1'-6' 816-1w t-14TEfRI4L5 1. F'c 8" precast lintel • 4000 psi 2. F'c prestressed lintel = 6000 psi 3. Grout per A571 C416 f'g = 3000 psi w/ maximum 3/5 inch aggregate t 8 to 11 inch slump 4. Concrete Masonry Units (CMU) per ASTM CSO w/minimum net area compressive strength = 1900 psi 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per 45TM 4416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or 5 ♦ P C;ENER 4L NOTE 5 1. Provide full mortar bed and head Joints. 2. Shore filled lintels as reoquired. 3. Installation of [Intel must comply with the architectural and/or structural documents. 4. U -Lintels are manufactured with 5 1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST -CRETE Load Deflection Cxraph brochure for lintel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchcrage- 8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. POWDER W-4' CLA GREAT ROOM 9'-4' CLC. FOYER 9'-4' " I� �I I� II DINING 9'-4' a& C KITCHEN I 2 -CAR GARAGE 9'-4' CL& ENTRY -----____-- W-4' CL & - - S 7 L -I 7- - - - - - - - - - - - - -------------- 16'-0' X i' -V 0WW LINTEL PLAN SCALE: 1/4 ■ I' -V' ELEVATION -C 9. Safe load rating based on rational design analysis per ACI 310 and AGI 530 10. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating or stucco applied in accordance with 45T7-1 C-296 or other approved coating. 11. Lintels loaded slmultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the Following equation: Applied vertical load loads Applied horizontal load load 4 10 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional refnforced concrete masonry above the lintel. See detail at right: SEE SAFE LATERAL LOAF TABLES FOR LOAD RATING FOR EACH ADpfTICKAL REINFORCED CMU FULL pt COURSE CLR TYP (2)'5 RE15AR V_' GR40 or GFbO 5,4FE LOAE�) T,415LE NOTES 1. All values based on minimum 4 inch 1. For compositslintel heights not shown, use safe nominal bearing. Exception: Safe loads For unfilled load from next lower height shown. lintels must be reduced by 20116 if bearing length is 5. For lintels lengths not shown, use safe load from less than 6 1/2 inches. next longest length Shown 2" NR. = Not Rated 9_ All Safe loads to units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. 11. The number 1n the the parenthesis indicates the 5. One •T rsbar may be substituted for two 15 rebars percent reduction for grade 40 Field added In 6' lintels only rebar. Example T-6' lintel type BF32-15 safe 6- The deaigner may evaluate concentrated loads gravity load = 6412nsi w/ 1551. reduetioa 6412 from the safe load tables by calculating the (.85) = 5501 plf maximum resisting moment and shear at d -away from face of support. T'T'FE EDESiGN,4TiON F = FILLED LUITH GROUT / U = UNFILLED r-Qu4NTITY OF S REBAR AT I 50TTOM OF LINTEL CAVITY QUANTITY OF 45 RE6AR AT TOP LOMINAI_ HEIGHT NOMINAL WIDTH 4 � U w 4" ai Q � a� d z 1-5/8'ACTUAL V NOMINAL LUiDTH -"5 RE15AR AT TOP MiN. (1) REO'D 1-1/2' CLEAR G.M.U. 05 REBAR AT 50TTOM OF LINTEL CAVITY 50TTOM REINFORCING PROVIDED IN LINTEL (YARIE5) SAFE LOAD TABLES FOR GRAVITY, UPLIFT do LATERAL LOADS GRAVE T"r' SAFF I OAfMA (I U -I rNtFl S � i mo®oma �IIIIIIIIII .00000vvvv. " - - ;+J✓��+}..J f}'}r:� %'.,+' J{,+}1�:�"� l�J'}'t`�+}',+i+ �.t"I.{:+'J'J}{ fi+.'e "J' � r�'.J'J; __ - '„1.,f}r✓f�J`}`�,.�.`�",P`,{.J!�•��.{.{.Y,{fJ,(.Y�ftJf3'��3�;+'.{.1!„",f.Yl.Ta"•'tf}i".a'..:' .f®®® - - %'.11x Ft'.J:i,+';+".#l�}.'.+'.+'.,.';+`.J�{R�..+'.a�",+; fJ' ,x:J'..{•i i�l �■r�m�e :'",.?`;"`/.�r}'.,?".f ��k'it`;�:ri.`2"a+•.t'�;tr',t`,i+`.t'�ta"�..isa+`}Jia.3`ii%`.t"J1:ft't`.rit:l`}`}: J;+'✓a'}` ,,fie 'a°'i3"1`./1®®® ;{rwME `,+F.t"{ -_ - • 'T.#��ltai".aft..ala'a3`>�i'�`.u'.fi�33S�+.i£�}la�'3'i�J`3'©®� .:'.✓f:}.,kf.,,�.�^..�•:+.,�`fn'.lfr`1 -.a".3`'l} Y:t".fi".}'J.a+ll}'�;.'".%1. SAFF I OAfMA (I U -I rNtFl S 8"PRECA6T W/2'RECES6 DOOR U-LINTEL5 SAFE LOADS (LBS/i=T) 8' PRFCABT W/2" RECESS DOOR. U -LINTELS SAFE LOADS (LMS/FT) � i mo®oma �IIIIIIIIII .00000vvvv. " - - ;+J✓��+}..J f}'}r:� %'.,+' J{,+}1�:�"� l�J'}'t`�+}',+i+ �.t"I.{:+'J'J}{ fi+.'e "J' � r�'.J'J; __ - '„1.,f}r✓f�J`}`�,.�.`�",P`,{.J!�•��.{.{.Y,{fJ,(.Y�ftJf3'��3�;+'.{.1!„",f.Yl.Ta"•'tf}i".a'..:' .f®®® - - %'.11x Ft'.J:i,+';+".#l�}.'.+'.+'.,.';+`.J�{R�..+'.a�",+; fJ' ,x:J'..{•i :'",.?`;"`/.�r}'.,?".f ��k'it`;�:ri.`2"a+•.t'�;tr',t`,i+`.t'�ta"�..isa+`}Jia.3`ii%`.t"J1:ft't`.rit:l`}`}: J;+'✓a'}` 'a°'i3"1`./1®®® -_ - • 'T.#��ltai".aft..ala'a3`>�i'�`.u'.fi�33S�+.i£�}la�'3'i�J`3'©®� 8"PRECA6T W/2'RECES6 DOOR U-LINTEL5 SAFE LOADS (LBS/i=T) 8' PRFCABT W/2" RECESS DOOR. U -LINTELS SAFE LOADS (LMS/FT) A R C H IT E C TS 1441 N. KVNALU KLAUAN CLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA Al. 0003325 r � i mo®oma �IIIIIIIIII .00000vvvv. " - - ;+J✓��+}..J f}'}r:� %'.,+' J{,+}1�:�"� l�J'}'t`�+}',+i+ �.t"I.{:+'J'J}{ fi+.'e "J' � r�'.J'J; - - %'.11x Ft'.J:i,+';+".#l�}.'.+'.+'.,.';+`.J�{R�..+'.a�",+; fJ' ,x:J'..{•i :'",.?`;"`/.�r}'.,?".f J;+'✓a'}` A R C H IT E C TS 1441 N. KVNALU KLAUAN CLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA Al. 0003325 r � �IIIIIIIIII .00000vvvv. SUBDIV. de LAT: KENSINGTON RESERVE (LOT #97) MODELe. DORAL (VERSION#01) PROJECT#: 2997.000 ]PAGE: LINTEL PLAN (CAST -CRETE) AFRCFIi1 ECT= STATE OF FLORIDA DATE: 330 /18 SC :1/4 130=11-o" 8 1 T 5DOF 9 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE N-MR.O. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENCsTH l y : 9'-4' BRCS. WT. COMMENTS L-1 Ii' -4' Mb-54VULL M81RES6ED L-2 4'-6' OM-541AIKAL RECESSM L -2A 6'-6' SI8-5-1U(II(I,L LINTEL STEEL L-215 4'-0' &%-5-(VWIJL UPLIFT L-3 4'-6' &%-5-(IAWCJL WIRE/ BAR L-4 4'-6' &%-5-(IA VJL CAPACITY L-5 4'-6' &%-5d1All(9)JL 6614 L-6 9'-4' 8116-5-(1A1K1JL 5'-4" L -6A T-6' &*-5-flWl L 2 No. 3 L-4 i5-314 POWDER 9'-4' GICs L-5 25-31.1 GREAT ROOM 91-4' C1dGr. FOYER 9'-4' C1a I ENTRY V-4' CL& LINTEL • PLAN SCALE: 114 = I'-0' ELIEVATION-C ---------------� II I� II II II II II I� I� II LEil\L� I 9'-4' GTA I� II II II II I� I� II V-4'CL& I I I I `!dP% I KITCHEN 9'-4' CL& I 2 -CAR GARAGE 9'-4' CL& � L -I II ----------- ------------------ 161-C ----- -- 16'-C X 1'-0' OWJD REINFORCING SCHEDULE & LOAD CAPACITIES 2'-2' SAFE WORKING LOADS REINFORCING SCHEDULE & LOAD CAPACITIES 2 No.3 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS CAPACITY PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 7207 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" (0)#51-(11#5U PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 (0)#5L (])#5U (1)#5L(1)#5U 4'-6" (1)#5L(2)#5U (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 'V (1)#51 -(1)#5U PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 DETAIL'U' DETAIL DETAIL'U' &'V' DETAIL'W' 2'-10" 1'-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" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2)D4.5WIRE 2 No.3 5700 10000 10000 10000 6-6" 6-2" PRECAST (2)D4.5WIRE 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 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4978 8706 5824 10000 64" 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" 7-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 1 3194 5322 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 2 No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1 737 959 1 778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1 516 839 1 620 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 420 420 787 1551 2 No. (2) 7/16 strand + 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 1250 250 658 1300 REINFORCING SCHEDULE & LOAD CAPACITIES 2'-2' SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 2 No.3 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (0)#5L (I)#5 (1)#5L (1)#5 (0)#5L (1)#5U (1) (1)#5U (1)#5L (2)#5U 9550 DETAILW DETAIL')' DETAILL 'H' & 'J' DETAIL'K' 3'-6' 1 2'-2' PRECAST (2) L)4•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 5'-4" 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' 1 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' T -G' PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-d' PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" V-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 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1 149 %' aM 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. 4 1419 1419 850 1347 642 642 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER 5'-8" 2 No.4 TOTAL ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / 8Aft 17-4" 16'41" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 UPLIFT SAFE LOAD SOLID SOLID SOLID PLAIN #5 (1) U (0) L SOLID #5(1)U(OJL#5(1JU(llL #5 l U l L #5 (2)U(1JL 3'-8" 2'-4" 2'-0" (2) No.4 (2) D4.5 WIRE (2) Na.3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 1753 1753 4'-0" 2'-8" 2'-4" 2 No.5 (2) D4.5 WIRE (2) No.3 1386 1410 4'-0' 20'-0" I8'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2I No.5 1259 4'-2' 2'-10" 2'-6" PRECAST 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" (2) No. 5 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 929 4'-8" 3'-4" 3'-0" PRECAST 2 No.5 (2) No.3 1194 1363 1363 1131 1131 %' aM GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10 TOTAL LENGTH CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP SPAN SIZE WIRE/ BAR LINTEL STEEL GRAVITY SAFE LOAD BOTTOM BAR SOLID SOLID #5(1)U(0)L #5 (1)U(1)L DETAIL'DU' DETAIL'DV' UPLIFT SAFE LOAD 24'-0" 22'-8 PRESTRESSED (2) No. 3 kzl lusran + 2 No.5 642 642 306 599 10000 10000 10000 LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 1 2'-8" 2'4" 1 PRECAST (2) D4.5 WIRE (2) No.3 1 10000 10000 1 10000 10000 PRECAST (2) D4.5 WIRE GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER 5'-8" 4'-4" TOTAL ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / 8Aft LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID PLAIN #5 (1) U (0) L SOLID #5(1)U(OJL#5(1JU(llL #5 l U l L #5 (2)U(1JL 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) Na.3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'4" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1 864 995 995 831 831 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 5-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) 34.5 WIRE (2) No.4 1 498 1 863 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 9'-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) Na.4 396 489 489 261 393 3'-8" 2'-4" %' aM GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10 TOTAL LENGTH CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP SPAN SIZE WIRE/ BAR LINTEL STEEL GRAVITY SAFE LOAD BOTTOM BAR SOLID SOLID #5(1)U(0)L #5 (1)U(1)L DETAIL'DU' DETAIL'DV' UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5(1JU(11L #5 (2)U(1)L DETAIL'DU' &'DV DETAIL'DW' S-0" 3'-8" 2'4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 10000 4'-0" 1 2'-8" 2'4" 1 PRECAST (2) D4.5 WIRE (2) No.3 1 10000 10000 1 10000 10000 PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 5'-8" %' aM 4-7 2-10 2-6 PRECAST (2) -1 WIRE (2j No.3 1 9563 10000 10000 10000 4'-4" S-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 PRECAST 4'-8" 3'-4" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 5'-8" 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 2085 6'-8" 511.1 6-0" PRECAST (2) 34.5 WIRE (2) No.4 5323 10000 4103 10000 (2) 34.5 WIRE 7'-8" 64" 6'-0" PRECAST (2) D4S WIRE (2) No.4 3810 10000 2929 9691 61" 9'-8" 8'-4" V-0" PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 5174 1267 94" 6-4" 8'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) (2) D4.5 WIRE (2) No.4 1000 1000 686 903 �IIIIIIIIII 8"x16" RECESS DOOR HEADER 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2� TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(0)L #5(2)U(1)L #5 1 U 1 L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' (1) 45 CONTINUOUS REQ -D. PER STRUCTURAL PLAN 3'-8" 2'1" 2'-0" PRECAST (2) D45 WIRE (2) No.3 5713 10000 10000 10000 AT 4'-0"Cc WF32"STIRRUPS IED OR WELDED) in OTTOM BARS 4'-0" 2'-8" 2-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 EE SCHEDULE 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" S-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" S-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'4" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 6'-8" 64' 5'-0" PRECAST (2) D4,5 WIRE (2) No.4 2976 2976 2676 2737 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REINF.STEEL-ASTMA615 TYPICALLINTEL SECTION 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2242 2292 1918 2121 91-6.84" 8'-0" PRECAST (21 D4.5 WIRE (2) No.4 1563 1563 1113 1455 PRECASTCONCRETE GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELDI (SEE SCHEDULE) 8"x12" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD Z` 2' (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN M= 7/32" STIRRUPS AT 4'-0" cc L ACD (') (TIED OR WELDED) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'Dr' SOLID #5(1) UU(0) LL DETAIL'DE' &'DF' SOLID #5 (2) U (1) DETAIL -DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 n � BOTTOM BARS SEE SCHEDULE 4'-0' 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-T 2'-10" 2'-6' PRECAST (2) D4,5 WIRE (2) No.3 2654 4449 3965 3965 %' aM 44" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END -4" 5'-8" 41" 4'-0" PRECAST (2) DC5 WIRE (2) No.3 1193 2290 2085 2085 3. STANDARD FOR REIN F. STEEL - ASTM A615 TYPICALRECESS DOOR HEADER SECTION 6'-8" 61" 5'-0" PRECAST (2) 34.5 WIRE (21No. 4 1764 1763 1578 1578 PRECASTCONCRETE 7'-8" 61" 6'-0" PRECAST (2) D4S WIRE (2) No.4 1409 1409 1188 1267 94" 6-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 �IIIIIIIIII A R C N I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII .ovvvvoovo, SVHDIV. & LAT: KENSINGTON RESERVE (LOT #97) MODEI+ DORAL (VERSION#01) PROJECTAF: 2997.000 PAGE: LINTEL PLAN (QUALITY (PRECAST) ARCHTECT: STATE OF FLORIDA DA A/30/18 SC :1/4"=1'-0" S ET Or 9 31 2x12 (42 arn) imp' OSa (TYP.) NAIL (3) 12a • V -s' Or., TYP. 2x 12 BM. HDR. ® ENTRY MINIMUM WALL AND I-4EADER - MAXIMUM HEADER SPAN Cit.) ONNLCTOR SCSEDULE CONTROL DATE: 01-01-15 CONNECTOR $'-0' t0 SIMPSON UIN10. USP -P-11 1/2' AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 1 2 META -16 1450 HTA 16-18 1490 (7) 10d x 1 112" I -PLT, (6) 16d 2-11LY, (USP: (IO) led X 1 1/2' - NO 16d OPTION) AT EAC4-4 ENP OF HEADER (2) META -16 198b 1900 (2) HTA 16-18 2800 (10) 10d x 1 1/2' 1 -PLY, (USP: (1e) 106 x 1 1/2') (14) 166 2 -PLY (USP: NO 16d OPTION) Lu "ETA -16 1810 HTA 16 1615 (W led x 1 112' 1 -PLT, (8) 16d 2 -PLT USP: (10) 10d x 1 1/2', NO Tbd OPTION HETA-20 1810 HTA 20 1615 (9) led x 1 1/2' 1 -PLY, (8) 166 2 -PLY USP, (10) led x 1 12', NO 16d OPTION >- Q. Z (2) HVA -20 2035 2500 (2) HTA-20 3170 (10) led x 1 1/2' I -PLY USP: (10) led x 1 1/2' C12J Ibd 2 -PLY (USP: NO Ibd OPNJ TfO 0 LGT-2 2150 LUG7-2 1515 (7) - 1/4' x 2 1/4' TITEN, 2 PLY (1,151`: 15LK (5) 1/4' WB, WOOD (16) 10d In DI=TAL-20 2480 NO U51F CONVERSI ON FOR SIMPSON PETAL -20 (18) - led x 1 1/2, 1 PLY MGT 3965 MUCsT 4000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (22) lod TO WOOD (USP: (28) 10d TO WOOD) c14�--- HGT-2 + 10980 HUCsT-2 9365 (2) 3/4' A-t.R IN HIGI-f 51RENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD (USP: WOOD (8) led) HST -3 + 10530 HUGT-3 9366 (2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) IOd) LST3-SDS29 3285 LUST -3 5330 (12) SDS 1/4'41/2" TO GIRDER (4) 3/8" x 5' TITER HD TO WALL (USP: CONC. (4) 3/8' X 5" WEDGE SOLT, WOOD (12) W625 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO _PTA WALL 1555 (10) 106 x 1-1/2' (USP: (10) 106 x 1 12' VGT 4940 NO USP CONVFRSICN FOR SIMPSON VG,T (1) 5/8" A -TR IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (16)-SD8, 1/4'X3' TO WOOD U- - (2) VGT 1185 NO U51` CORVERNON FOR 51MPSON l2) VGT) (2) 5/8" A.TR IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32) -SDS 1/4'X3" / 2 PLY m5-12 1000 MTW 12 1595 (W) led x 1 12' CUSP: (14) led x 1 I/2", (14) ted) 14TS-16 1150 HTW 16 1660 (16) 10d x 1 1/2" CUSP: (16) led x 1 112", (16) led) HTS -20 1450 HTW 20 2045 (24) led x 1 12' (USP: (24) led x 1 1/2", (20) 10d) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2" CUSP. (24) led x 1 1/2", (20) 10d) LSTA-12 - 925 L5TA 12 910 (10) led UBP: (10) IOd LSTA-18 - 1235 LSTA 16 1360 (14) led USP; (14) led MSTA-18 ++ 1315 M6TA-18 1315 (14) led USP: (14) led MSTA-24 ++ 1640 M6TA-24 1750 (16) led USP; (18) 196 a- M6TA-30 .+ 2050 MSTA-30 2140 (22) loci USP: (22) led Of MBTA-36 +a 2050 MSTA-36 2525 c26) led .15P. l2( ) led �- MBTI-36 3600 KSTI 23b 3050 (36) led x 1 1/2' LISP,(36) loci x 12" MBTI-46 5065 K7SI 248 4250 146.) loci x 12" U5P: (45) lod x 1 1/2' H6 950 LFTA 6 1595 (8) 8d TO PLATES, (e) 6d 10 STUDS (USP: (16) 8d x 1 1/2"(16) 56) 0P4 889 SPT 4 949 (6) led x 1 12' TO $TUDS USP: (6) lod x 1 I/2' TO STUDS A34 399 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 12' TO POST. U5P, (4) 8d x 1 1/1' TO BEAM, (4) ed x 1 12" TO POST. "CP2 645 HHCP 2 1010 (12) 10d x 1 12' USP: (10) led x 1 12' TO TRUSS, (10)106 X 1 12TO PLATE HIDA 1340 RT ISA 2180 (l8) led x 1 12' U5P: (9) 10d x 1 1/2" TO TRU55, (6) led X 1 12' TO PLATE VGT d HDU4 4565 PHD 4A 4535 (16) -SPS 1/4"x3" TO WOOD, (10) -SDS 1/4'x2 I/2' W/ THREADED ROD, (2) NUT5/WASHER2 PLY USP: 5/8" ATR MN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT A HD7B 4340 TDX 10 5110 06)-506 1/4"x3" TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WASHER/2PLl" USP, 1/8' ATR MIN. 1' EMBED SET IN HICN4 STRENGTH EPDXY (4) 1/8' THRd-!BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MITL 1' EMBED.) IN CONIC, (12)166 TO WOOD USP: SAME AS SIMPSON ABU 66 2300 I2e00 PAU 66 75,361 13615 (1) 5/8" ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED! IN CONC, (12)16d TO WOOD USP: SAME AS 51MPSCN LTT13 ..+ 1340 LTS 19 1205 (1) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MN. 1" EMBED) N CONG., (SA" TO WOOD USP: SAME AS SIMP15ON 0 = LTT205 +++ 1500 LTS 205 1105 (1) 12' ATR N HIGH STREI,4GTH EPDXY, (MIP. 7' EMBED) IN CONC., NCAOd TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) 106 x 1 12', 2-1/2' U Z 4N4 4455 HT74E5 4465 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. 1' FMOED,) IN CONC., (16) SD -10 X 1 12' (USP; (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) led, (20) 106 x 1-12', (20) 16d x 2 1/2' Q NTT5 5090 HTT45 5430 Cll 5/8" A.TR IN HfGH STRENGTH EPDXY (MN. 1" EM5ED) N CONC., (26) 166 X 2 I/2' (USP: (20) 16d X 2-12') U5P HAS MORE NAIL OPTIONS, (28) led, (28) 106 x 1-I/2', (20) 16d x 2 12' NHD6711-SDs 25+ 11,810 UPHD lI 12090 (U 1' 4LTR. IN PIG" 6782 GTH EPDXY, (MIN. 10' EMBED.) IN CONG, (24) EMS Y,' x * WOOD WREW5 (U5P: (24) W53 WOOD SCRE126) ND15 6645 TDX 10 5110 (l) 1/8' A.B. IN HIGH S1REN3T4 EPDXY, (MN. 1' EM5ED-) N CCNC., (3) 3/4' STUD 501-1-S TO WOOD NSP: (4) 'l/5' 5OLT5) (n MBNA 3$6/11.25 3475 5330 NFl"139XT214 3165 1130 SMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMI, TOP, CI) 3/4' A-T.R. IN "IGH STRENGTH EPDXY, (MIN 6:5, EMBEDMENT) N CMU. FACE, (18)10d TO BEAM U5P: (1) 1/2' J-50LT W/ MINIMUM b: EMBED. t NOT LESS THAN 4' FROhI EDGE OF 0:;NC W/ 3/4' DIA ITU) RAMSET/REDHEAD MYNA BOLT SLEEVE ANCHOR OR El:. W/ MIN. 9' EMBED DEPTH INSTALLED N THE FACE. (14) led AT J0187 LTJ 0 HUSC412 (WOOD) 3635 2660 (FLR) 1115412IF 3265 (ROOF) 3060 2530 (FLR) 3225 (ROOF) (10) Ad TO HEADER, (10) 16d TO WOOD US,-, SAME AS 51MP50R Z HUC410 (CI'1U) 1810 5085 HD410 IF 1905 3115 (16) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (IB) 1/4' x 3' JJ53 SCREWS, (10) led TO WOOD. = HUC210-2 (CMu) 1810 5085 HD210-21F 1905 3115 (16) 114"x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (I6) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD HUC210-3 (CMU) 1610 4000 HD210-31F 1905 3115 (18) 1/4" x 2-3/4' tITEN (9 PER FLANGE) TO CMU, no) led TO WOOD: (USP: (IB) 1/4' x 3' W53 SCREWS, (10) led t0 WOOD LGUM26-2-5D8, 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/5' x 4' TI TEN HD ANCHORS (2 TIER FLAW -A) 10 CMU, (4)1/41 X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENSINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTINCs FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WI4ERE ANCHOR EM5EMMEN1 15 GW --TER THAN 1' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT - led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THI5 APPLICATION PRIOR TO NSTALLATIONL ++ MINIMUM EMBEDMENT INTO THE TOP OF A 501,05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" LSI F— OBECAUSE A.TR = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIE5) OF THE WIDE VARIETY OF MATERIALS, LOCATION5, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING 5URE THAT THE PROPER CORROSION PROTECTION IS USEP. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHOR5 WILL BE EVALUATED ON AN INDIVIDUAL 54815 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/EW !NEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BA5ED ON SIMPSON 'WOOD CONSTRUCTION CONNECTOR5 C-2013', 'HIGH WIND-RE515TANT CONSTRUCTION C+We9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. 31 2x12 (42 arn) imp' OSa (TYP.) NAIL (3) 12a • V -s' Or., TYP. 2x 12 BM. HDR. ® ENTRY MINIMUM WALL AND I-4EADER STUD IR QUI REMENTS MAXIMUM HEADER SPAN Cit.) IIP TO $'-0' t0 91-0' UIN10. 41-111/20 -P-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTINCs END OF WMADER 1 2 3 NUMBER OF RILL LENGTH STUDS 1 2 AT EAC4-4 ENP OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE TRl58 TO 4X4 POST W1(2JMT8-12. POST TO SLAB W1 HTT-4 3 (2) 2X6 I EDGER SECURED W/ Y4'X6' LAC: SOUS W/2' 01A J4 WASHERS a 24' Of, MAX-- ` C J2 SECURE BM TO PT 6x6 POST W1 (2) MSTA-24 POST TO SLAB W/ABU-66 CJIP (2-TYP) 4 4UC-410 II II II II 11 II 11 II 11 11,1 10 II II 11 11 II II 11 11 II II 11 11 —___- __-_—_�_ __ __ 11 (2) l$dlj 2.OE LVL If -- II II II 1-1 rt it 1 Lu �IIII N 04 L02 W III •AY �R c14�--- — �vvvvvvvvoJ -------------- --------------- 12 U- - f-I--rr--it 11 II II 11 11 11 11 11 11 ( 11 11 11 11 11 11 II II II II II II I II II II II II 11 �l 11 11 11 11 11 ( l) 11 (l (l l) II II II II II II I II II II II II II (2)1X$ IaDR I ILBW I I I I 1 1 I I 1 1 I I II 11 II II II 11 I I LOW -D� - - - - - - - - - -- K S u l cm -------- -- -- —u --II- 3 "--TRlSS TO 4X4 POST W/ (2JMTS-12. POST TO SLAB W/ 141f-4 - — — — — — STUD 2.rETA-16 — — — — — — --------------------------------------------------- ---- -f n u n u n--�---i+--I�If-- I� E F E E cio GJ3P PL03 1,.03 FL03 FL03 FL03 FL06 FL02 FL02 �.®I ZPubETA-IB FIRST FLOOR FRAMING PLAN A R C H I T E C TS LONGWOOD, FL 32750 -� r PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i 1 �vvvvvvvvoJ 8XMIMEV. 8e LOT: KENSINGTON RESERVE (LOT #97) MODEIt DORAL (VERSION#01) PROJECT#: 299'7.000 PAGE: FIRST FLOOR FRAMING PLAN ARCHR'ECT: STATE OF FLORIDA APR 0 DATI. 03X30/18 8C : 1f4"=1'-0" SEViET 6 OF 9 2x12 to SYP) 1/16, oea (TMP.) NAIL !3) 12d • 6'-13' OJC. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND I -READIER STUD Rr=QU1iQEMENTS MAXIMUM HEADER SPAN [f'b•) `V� ON S E C T O R SCHEDULE CONTROL DATE: 01-01-15 per/ CONNECTOR 1L�J�LyJ $'-0' TO SIMPSON USP x+_11 1/2' AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 HTA 16-16 1400 (T) 10d x 1 112" I -PLY, ((5) 16d 2 -15 -LY, (USP: (10) 1001 X 1112' - NO 1601 OPTION) AT EACH END OF HEADER (2) META -I6 1985 1900 (2) HTA 16-18 2800 CIO) 1001 x 112' I -PLY, CUSP: Com) 1001 x 1 1/2') 04) 16d 2 -1 -LY CUSP: NO lbd OPTION) HETA-16 1510 HTA I6 1615 (3) 10d x I U2'1 -PLT, (0) 16d 2-11LY USP: (10) led x 1 1/2', NO 16d OPtIGN HETA-20 1810 HTA 20 1615 (3) 10d x 1 12' 1 -PLY, (8) 16d 2 -PLY USP. (IO) 10d x I Ila', NO 16d OPTION �- (2) HE7A-20 2035 2500 (2) HTA-20 (10) 10d x 1 1/2' 1 -PLY USP: (10) 10d x 1 1/2' 3110 (12) 16d 2 -PLY ('JSP: NO 16d OPTION) Z O LGT-2 2150 LUG7-2 1315 (1) - 1/4' x 2 1/4' 71TEK 2 PLY (1,151: BLK (5) 1/4' 118, WOOD (1(p) 1001 U) PETAL -20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 1001 x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (1) 5/8" A.TR IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (22) IOd TO WOOD (USp: (26) 10d TO WOOD) HGT-2 109BO HUCsT-2 9365 (2) 314' AT -R IN HIGH STRENGTH EPDXY (MN- 12' EMBED), (16) 10d 1O WOOD (USP: WOOD (S) IOd) NGT -3 . 10530 HUGT-3 9365 (2) 3/4' AT.R IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD NSP: WOOD (8) Iv a> LGT3-Sp62.5 3285 LUGT-3 5330 (12) SDS I/4'x2 12" TO GIRDER (4) 3/S" x 5' 717EN Hp TO WALL (USP: CONC. (4)3/S' X 5" WEDGE BOLT, WOOp (12) 11,525 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 106 x 1-12' (USP: (10) 106 x 1 1/2' vGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/0" A.TR IN HIGH S7FlENG114 EPDXY (MN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT '1185 NO USP CONVERSION FOR SIMPSON (2) VG7) (2) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MN. 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 I/2", (14) 10d) NTS -16 1150 HTW 16 1660 (16) 10d x 1 112" NSP: (16) 10d x 1 1/2", (16) 10d) HTS -20 1450 HTW 20 2045 (24) 10d x 1 12' (USP: (24)10d x 1 1/2", (20) 10d) 14TS-24 1450 HTW 24 2045 (24) 10d x 1 1/2" NSP: (24) 10d x 1 1/2", (20) 10d) LSTA-12 +• 925 L5TA 12 910 00)10d USP: (10) 1001 LSTA-la +• 1235 L5TA 16 1360 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 M5TA-18 1315 (14) I0d USP: (14) 10d V) MSTA-24 «+ 1640 MSTA-24 1150 (16) I0d USP: (IS) 10d M5TA-30 ++ 2050 M5TA-30 2140 (22) 10d USP: (22) 10d M5TA-36 +• 2050 M5TA-36 2525 (26) 10d USP' (26) led MSTI-36 3800 KSTI 236 3090 (36) IBd x 1 1/2' USP. (36) lod x 1 1/2" MSTI-48 5065 K151 245 4250 (4b) 1001 x 1 1/2" USP: (40) led x I I2' H6 950 L; --TA 6 I5vab (0) Bd TO PLATES, (5) 5d 1O STUDS (1,811: (16) 8d x 1 11 (16) ad) SP4 085 SPT 4 948 (6) I0d x 1 12' TO 5TUD8 USP: (6) 10d x 1 1/2' TO STUDS 434 395 MP 34 410 (4) 501 x 1 12' TO BEAM, (4) ed x 1 12' TO POST. 15P, (4) ad x 1 12' TO BEAM, (4)-8d x 112" TO POST. 1 645 HHCP 2 1010 02) 1001 x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10)1001 X 1 12' TO PLATE 1410A 1340 RT *A 2180 (IS) 10d x 1 12' USP: (9) 11 x 11/2" TO TRUSS, (8) 11 X 1 12' TO PLATE VGT a HDU4 4565 PHP 44 4,316 (161 -SDs 1/4'x3" TO WOOD, (10)-SIOS 1/4'x2 1/2' W/ TUREADEP ROD, (2) NUTS/WAS44ER2 PLY USP: 5/8" ATR MN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HD15 4340 TDX 10 5110 C16) -SDS V4"x3" TO WOOD, (3)-3/4. 5TUD BOLTS W/ THREADED ROD, l2) NUTS/WASHE"PLY USP, 1/8' ATR MIK 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TI.RU-BOLTS ABU 44 2200 6665 PAU 44 2535 6715 (1) 5/8" A.TR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC, 112) ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1)5/V A.TR IN HIGH S17;aNGTH EPDXY, (MIK 1' EMBED.) IN CONC, 112A6d TO WOOD USP: SAME AS 51MPSON LTT19 ... 1340 LT5 19 1205 (U 3/4' AT.R IN HIGH STRENGTH EPDXY, (MN. 1" EMSED.1 N GONG, (SAOd TO WOOD USP: SAME AS 51MPSCN 0 = LTT205 ... 1500 LT5 20B 1105 (1) 12' ATJ2 IN HIGH STRENGTH EPDXY, (MIN. 1' EMDRO.l M CONC., f10AOd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) I0d x 1 12', 2-1/2' (� HTT4 4455 HTT45 4465 (1) 5/8' A.T R- N HIGH STRENGTH EPDXY (MIN, 1' P715FD) IN GONG., (ib) SM -10 X 1 12' (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTtONB: (20) 1001, (20) I0d x 1-12', (20) 16d x 2 1/2' Q HITS 5090 HTT45 5430 (1) 5/8" A.TR IN NIGH StRENGTH EPDXY (MN. 1" EMBM,> N CONC- (26) 16d X 2 12' (USI". (20) 16d X 2-12') USP HAS MORE NAIL OPTfON5: (2a) 10d, (as) 10d x I-I/a', (20) 1601 x 2 12' 14HDG711-SDS 25+ 11910 UPHP 11 12090 (U 1' ATF. IN HIGH STRENGTH EPDXY, (MIN- I0' EMBED.) IN CCNC., (24) SD64" x 9S' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) Hp18 6645 TDX 10 5110 (1) 1/5' A.5. IN HIGH 51RENGTH EPDXY, (MM. 1' EMBED.) N CONC., (3) 3/4' STUD 350L7S TO WOOD NSP: C4) 1/6' BOLTS) V) MHHA 3.56/11.25 3415 5330 NIFM135X12U 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, 01N. 6.15' EMBEDMENT) IN C.MlI. TOP, (Il 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN 6.15' EMSEDMENT) N CMU. FACE, (IS)Iod TO SEAM USP: (1) 12' J-50LT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF GCMG W/ 3/4' DIA ITU) RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea, W/ MIK 5' EMBED DEPTH METALLED N THE FACE. 14) 10d AT JOIST W � HUSC4Q (WOOD) 9695 2660 (FLR.) HU54121F 9268 (ROOF) 2530 (FLR) 9060 9225 (ROOF) (10) I6d TO HE4DER, (10) 1601 TO WOOD USP: SAME AS SIMP50N Z Q HUC410 (CJ'U) laic 5085 HD410 IF 1905 3115 (1a) 1/4" x 2-3/4' TI TEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: CIS) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. = WUC210-2 (CMU) 1810 5085 HD210-2IF 1905 3115 (16) 1/4" x 2-3/4' TI TEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (10) 1/4' x 3' W53 SCREWS, (10) led TO WOOD HUC-210-3 (CMU) 1510 4000 HD210-31F 1305 31 (10) 1/4" x 2-3/4' ti TEN (9 PER FLANGE) 10 CMU, (10) IOd TO WOOD: CUSP: (IB) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR 51MP50N UG M6 -2 -SDS (4) 315' x 4' tITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) i/4' X 2 1/2' SD5 SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON '5E7 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 1' DEEP, THE VERTICAL DELL IN C.M.U. WALL MUST SE FILLED SOLID w/ CaROUT. ++ icd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 2311 IIEDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO NSTALLATIOK . MINIMUM EMBEDMENT INTO THE TOP OF A 50N05E4M WILL BE 50, MINIMIJM EMBEDMENT NTO THE FOUNDATION WILL BE 1" W H 0 A.TJZ a A-301 ALL THRE4D ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY APFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PCN515LE FOR MAKING SURE 744T 7HE PROPER CORR05ION PROTECTION IS USED. WHEN USNG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL 1=461TENER6, WHEN USING 411AX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALvANIZEp PER ASTM -A153 USE OF EXPANSION ANCHOR5 WILL BE EVALUATED ON AN NDMLDUAL 54515 AND MUST HAVE MTTEN APPROVAL FROM THE ARCNITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND-RE6157ANT CONSTRUCTION C-HU09, AND ANCHORNG 4 FA5TENINIG SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. 2x12 to SYP) 1/16, oea (TMP.) NAIL !3) 12d • 6'-13' OJC. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND I -READIER STUD Rr=QU1iQEMENTS MAXIMUM HEADER SPAN [f'b•) UP TO $'-0' TO 8'-0' uno. W -It 1/21 x+_11 1/2' AND UP NUMBER OF HEADER STUDS BUPPORTINCs END Or- HEADER 1 2 3 NUMBER OF FULL LENG5114 STUDS 2 AT EACH END OF HEADER i 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 ROOR/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 E-27 TR M TO 4X8 POST w1/(2m-IZ. POST TO GM W! 14TT-4 16> CJI CW3 ' II II II tl II II II 11 • I) II II II I) II II = 11 II II II II II II II II II I) II II — — II 11 II II � II II II II II II II II II II II II I) II 11 II A L — :r -I = - _ = D5 L- — LIW OF let FLR BELOW 1 _p D5 SECOND FLOOR ROOF FRAMING PLAN- SCALIZE: 1/4 - I' -m' ELEVATION -C Cil GJ3 Wb A01Gs AM mmr� 0 A®5 AM A®4 Ami A02 ASG 903 903 903 902 sw ARCHITECTS LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 \000000000 SUBD:r . de LflT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT& 2997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHR'EC D STATE OF FLORIDA APRA22018 DATE3X30/18 Sc :1/4111=111—o" SHEET 7 of 9 LI PRE- EN.J. TRUSSES STRAP PER FRAMING NOTES �12 P.T. Ix6 w/ MTL. DRIP EDGE 8 2x6 SUB -BAND 10'-89/4' 2ND FIN PLR IL 9'-4' BR3. HGT. .� PRE -CAST LINTEL FRE -CAST LINTEL ARCD GROIN cA n ARCA SPRINGL INE `--CMU 5EYOND-) BLK COLUMN DOOR 7- r, m' -!a' FIN. FLR. 74 e 0. CONCRETE PAD BEYOND (SEE FOUNDATION PLAN) ENTR�Y'�� ,SECTION DETAIL 1 SCALE 3/� 1 0 ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �'ll'I'IIII \000000000 StMDIY. & LOOT: KENSINGTON RESERVE (LOT #97) MODELe. DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: ENTRY SECTION DETAIL ARCHITECT. - STATE OF FLORIDA aeeJz ate DATE: ,80/18 ScA :1/4"=1'-O" S IT or 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: DORAL MODEL [TELEGTRICAL _ LOAD IIdFORMATION VA i887 BQ.PT. GENERAL LIGHTmG X (3) = VA PER 9Q.FT. 5011 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 120M (1) WATER HEATER 9000 (1) DISHWASHER 400D (1) CIATHE3 DRYER 10000 (1) DISPOSAL (1/9 HP) 248 SUBTOTAL OF GENERAL LOAD 48,Y09' FWT 10 KVA OF GENERAL LOAD AT IOOX 10000 REMAINDER OF GENERAL LOAD • 40X= 96,907 VA z (.4) KM TOTAL NET GENERAL LOAD ?AM 5 -TON HEAT PUMP#1 90 AMP X (240 VA) 7200 OUf1.�t 5 -KW ELECTRIC HEAT 5000 VA z (85X) 3250 lvv w NET GENERAL LOADI 84,9x4 NET TOTAL HEAT 1%450 TOTAL LOAD CALCULATED LOAD FOR SERVICE 35,213 VA / 240 V= 146.72 200 AMP SERVICE 22VV OUTLET TRANSFOFS"1ER BAWQ N*VA VOLTACsE: 162CA3200-240/4 MW SERVICE: SINXsLE PHASE TYPE: LNDERGROUND AVAILABLE INITIAL. SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* el2®/240 VOLTS) MAXIMLAI FAULT CUMR9NT: tWW amps POWER COMPANY T SERVICE BY OTHERS CsRADE LINE (3) Of TWWNA14M COPftR CONDUCTORS, (1) P 6 TNHN/T141!!rl COPPER ORD" N 2" CONDUIT. NEMA 3R 200 AMP 120/240 CUBO VOLT 42 DISCONNECT CIRCUITS AND METER MLO MO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 AMI= ELECT IC:AL RI5ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVI81010 OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL PO4ER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 TNNNAI-M COPPER CONNECTED TO C 0NCMTE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE= IF PVC IS USED THERE IS NO BONOK,ROIJND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX ----------------- II II COVERED LANAI II II II II II II II II II � II II / VIII I rE6 I GREAT ROOM f I 1 r J � fANACEILINGq� I I e 1,-4, DINING 5'-5"v 41-21 GPI KITCHEN t DSP. 20 AMP GFI * 42" OUB FOR AFP M. WAVE VENT MIMAVE � - - �to ExtERIOR PD I rlvl_ Illp ENTRY 2 -CAR GARAGE i i GPI CLCD. `j OUTLET COACH ` ~' - - _ - J ! ' COACH LWT LKHT OUTDOOR KITCHp+I ROUC44-IN FIELD LOCATE METER FIRST FLOOR ELECTRICAL PLAN LEGEND [TELEGTRICAL _ pEPINItION NOTES Nov dliL 6QI1 m w 41i0w FAULT ® �y BOOR Harm w avm War KTnIM AM WWAV OIjTLET �J roysm D larMIWdW=MT 11tOMMOffAVOPeMW OUf1.�t rrm) lvv w lMrW W dPW M FA LT NTetll "ITAM R MAW OLITLi:T d) 22VV OUTLET 4 uP9 C2t4 C= EXTERIOR WAT# RFROOF OUW OUT04 811MA $-Woe"= $4 BUTCH 44MY CFei+l = on"991w [.7 U4LL MOW= �� LbW a WALL SCONCE PR -m CEILNI: MOWTED LIdEIT o SCAN . VAPOR PROOF 99CEDOW CAN vw FAM �{ VEW Par UII �( LW 24' LIGI•LT STRIP 4S' LIGHT STRIP F1JOmmT ~ AMM M 24' RIIO�NT TAN FLU01�'8C>=NT D Para _ 6TRIGTIp�D LILIPE told L Nib MEMR a em m_wOR M'DE MD yATr OR e. / c w" POWOR crow PIMMT LW v JACK QGAS OUTLET ® CEILM Par / �® ao poumtow LW OW FOR C ampoom®To w ® a PPS W H ACCOWW= V eooc MAI11ik� A6 lIICi1 FOR PIE -ULE FLOOD LrGFIT SYSTEM ICDrAD Q DIGITAL. *-TrAD WATM CATER DISCONNECT AIR CANE. DISGGNMECT TELEVISION JACK EmEwAL-1LOMC1' DOOR CNI'ES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARG FAULT AND TAMPER RESISTANT TYPE A R C N I T E C TS .L"J. ". rllvn YLL! Krmu m GLVLl. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 I SVBDIV. & LOOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) ]PROJEGTAI: 2997.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHrECT- STATE OF FLORIDA DA F. 330 /1lo- SHEET SC4&.- 1/499=1'— 9 or 9 �IIIIIIIIII ,voovvovoo, I SVBDIV. & LOOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) ]PROJEGTAI: 2997.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHrECT- STATE OF FLORIDA DA F. 330 /1lo- SHEET SC4&.- 1/499=1'— 9 or 9 A R C H I T E C TS iN'Vi 11. Rvnnl.v r%F.P%mrlr7 owv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 E 8E 0 r c sxmDIY. a LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECTAI: 2997.000 PAGE: SECOND FLOOR ELECTRICAL PLAN IARCHnECT-i STATE OF FLORIDA APR,# 2 2618 DA7. E /30/18 sc 31- 9 0 ET top 9 �J SHINGLES OR TILE (PER B�.DR) REFER t0 DETAIL 1/D2 FOR GABLE NOTE: NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL) X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R9ID5 OF THE FBCR, RE-ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. p0 NOT EXCEED DO NOT EXCEED 6TH EDITION (2011) GABLE ROOF TRUSS 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES " METHOD PER 'NAILING SCHEDULE')- AT FIRST (2) BAYS P.T. Ix4 or 5'x4' MIN. DRYWALL P.T. Ix4 or'x4"MIN. DRYWALL WINDOW/DOOR JAMB l4 -0 O.C. g SHEATHING SEAMS) (SEE WINDOW POOR JAMB IBLOCKIWs Ix4 or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMS 13LOCKM Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG I=agr�R aclvu� r-oR aTTac�r1�NT DOOR CASING �AgT�i�R Dui I=oR ArrAc�M�xT 4 2x6 SU5-5AN TIFFBACK AT ALL UPRIGHTS DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW TEXTURED CEMENTITIDUS COATING MIN. OVER 4'-10" HIGH (ATTACHED t0 BLOCKING MEMBER w/ (2)12d NAILS 8' FROM IPER ASTM G926) OVER PAPERBACK TAS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING P.T. Ix4 or 4'x4' MIN- cEm PER MFR'S SPECIFICATIONS) EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ V x 9' SECURE THRU FRAME INTO BLOCK w! 2-LAYER WATER RESISTANT BARRIER, OVER �� PLAN ANCHOR BOLT W/ 2' WASHER, SET IN (1) �" TAPCON (MIN. EMBEDMENT 1 N WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP NIGH STRENGTH EPDXY WINDOW TO BLOCK (+ 4 or + 4") WINDOW TO BLOCK (+3"} 8" FROM EACH END and 9 18' O.C. MAX s (6" MIN. EMBEDMENT a 32' O.C. MAX) „ or METHOD PER "NAILING SCHEDULE DOOR JAMB TO BLOCK (+ % or + % ) DOOR JAMB TO BLOCK (+3 } (1) DRIVE PIN, 8' FROM EACH ENE) and SECURE GABLE To 2x8 P.T. PLATE 4A 4E 6 18' D.C. MAX w/ 12d NAILS is 8' O.C. MAX�'�` ��=I'"�� SCALE: i'=1'-m' MIN. SWANK SIZE .145 7B MIN. HEAD SIZE .300 ONT. 2x4 izat-RUN ATTACWMIN. EMBEDMENT 1 ED TO EACH � PLASTIC OR METAL WEEP SCREE � w/ (2)124 NAILS INSTALLED a MID-POINT OF TRUSS SPAN NOTE: NOTE: z' TEXTURED CEMENTITIOUS or 10'-ID' O.G. MAXSWIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM p ATT OR BLOWN-IN INSULATION TO PLUMB JAMB. TO PLUMB B. SECURE TO BLOCK WI (l) 3' TAPCON C92(b) OVER CMU (R-VALUE PER ENERGY CALCS) DO NOT EXCEED ,' p0 NOT EXCEED" (MIN. EMBEDMENT 1 4') 8' FROM EACH " GYPSUM BOARD OR " HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK END and a 16' O.C. MAX CEILING BOARD Z' DRYWALL 1�� or LOCK WALL SECTION —GABLE ROOF ONC. FILLED U-BLOCK w/ (1) 45 P.T. 2x S1 2 DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOUVOOR JAMB BLOCKIWz Ix4 or 1x2 P.T. NAILER P.T. Ix4 or ¢ x4 MIN. 1x4 or 1x2 P.T. NAILER 0 18 O.C. MAX (:D�_ 1WsLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB 5LOCK% j' OSB (4' WIDE MIN) MIN. SHANK SIZE .145 FASTENER 80-EDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING SHINGLES DR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1 PER MFR'S SPECIFICATIONS EACH END and 0 18' O.C. MAX (ATTACHED TO BLOCKING OVER '30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R&M OF THE FBCR, ,NOTE: SECURE TO BLOCK w/ (2) IN TAPCONS 6TH EDITION (2010 WINDOW TO BLOCK (+1 4 } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 ") 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1Y2 } THROUGH NON-STRUCTURAL MEMBER (1x or -1' OSB) END and 6 18' O.C. MAX or METHOD PER 'NAILING SCHEDULE') 4B SCALE: 1,4_011 W/ TAPGON MIN. 14" EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE-ENGINEERED ROOF TRUSS 0 18' O.C. MAX EMBEDDED STRAP ATT OR BLOUrN-IN INSULATION WINDOW TO BLOCK (+3 16} MIN. SHANK SIZE .145 (PER PLAN NOTE: DOOR JAMB TO BLOCK +3 �1�" MIN. HAD SIZE IDID Yy (R-VALUE PER ENERGY CALLS) ( } EMBEDMENT 1 � SHIM AS NEEDED 4F TO PLUMB JAMB. SCALE: 1'=I'-m' METAL DRIP EDG g" GYPSUM BOARD OR HIGH DO NOT EXCEED' P.T. 2x8: 2x6 SUB-B STRENGTH CEILING BOARD8' GMU BLOCK SECURE TO BLOCK w/ (2) ' TAPCONS VENTED OHC. FILLED U-BLOCK w/ 2' DRYWALL NOTE: (MIN. EMBEDMENT 1 ")8' FROM EACH ALUMINUM SOFFIT (U5 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 1p 18' O.G. MAX ER PLAN a (SEE WINDOW/DOOR JAMB BLOCKINGS t0 PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB (4' WIDE MIN.) (2) DRIVE PINS, S' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT Do NOT EXCEED 4" , ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING El 0 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SWANK SIZE .145 PER MFR'S SPECIFICATIONS I" DRYWALL MIN. HEAP SIZE 300 NOTE: P.T. Ix4 or ¢'x4" MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1' (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-Sti2UCTURAI. MEMBER (lx or 1' OSB) DOOR CASING PRECAST OR POURED IN (R-VALUE PER ENERGY CALLS) l� I& SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: PLACE SILL (PER BLpR �, TAPCON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ 111 ' TAPCON GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY INWINDOW TO BLOCK + 1 146» PER MFR'S SPECIFICATIONS) END and 6 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL ( } or C926) OVER CM 15 NOTE: (1) DRIVE PIN, 8' FROM EACH END and (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 /6 } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED , 8" �— " P.T. FURRING STRIPS 0 16" O:C. 4C THROUGH NON-STRUCTURAL MEMBER (1x or �' OSB) I D.C. MAX SCALE: r=r-®' � MIN. SHANK SIZE .145 w/ 4" TAPCON MIN.1 '" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT 1" NOM AS NEEDED WINDOW TO BLOCK (+3 1S") .°a .• a' • aQ Q •. . TO PLUMB JAMB. DOOR JAMB TO BLOCK +3 Y16 (2) 2x6: ° ONCRETE SLAB DO NOT EXCEED I' 4GSECURE TO BLOCK w/ (2) ' TAPGONS SCALE: ') 8' FROM EACH Q (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J AND REINFORCEMENT) 8' CMU BLOCK END and tv 18' D.C. MAX XTERIOR WALL FOOTING I' DRYWALL UPLIFT UP TO 1,115 Ib or BLOCK WALL SECTION — HIP ROOF (BE SRC ON TAN FOR SIZE (SEE WINDOw/DooR JAMB BI.o.T. 2x Ix4 or 1x2 P.T. NAILER ((2)$DRDIV GAINS, 8' FROM EACH END and ANDSfMPSON HTS2ID wl 110) lIDd NAILS TO TRUSS � , SINGt.E STORY SCALE: 3/4'4-0' -0 FASTEI�R SCHEDULE FOR ATTACHMENT P.T. Ix (4 NG MIN.) (4) J'X2 4' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 1 UPLIFT UP TO 2,350 Ib'S SPECIFICATIONS BATT INSULATION ADHERED TO CEILING "GYPSUM BOARD OR �' NIGH PER MFR(2) SIMPSON HTS20 EACH SIDE OF TRUSS w! STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS � l4) �'X2 illTAPGONS P.T. (2) 2x8: INTO BOND BEAM SECURE t0 BLOCK w! (2) 4' TAPGONS THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)(MIN 1 i ' N. I I' EMBEDMENT ROM EACH W/ � TAPCON MI � INTO BLOCK D � 8 END and ID 18' O.C. MAX OPENING 22'x 30' MIN, „ TAPCONS MIN. or OD CASING AT SIDE WINDOW TO BLOCK (+2 Y4 } 2 COVER (2) DRIVE PINS, 8 FROM EACH ENp and ATTIC ACCESS 2' APART 6 18' O.C. MAX 3 SCALE: N.T.S.AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y4"} TRUSS ANCHOR RETRO—FIT MIN. SWANK SIZE .145 WOOD CASING $ GYP. 4D5 MIN. HEAD SIZE 300 BOARD (TYP) SCALE: r=i'-®'��: N.S.TMIN. EMBEDMENT 1' 4 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA APR DAT : 3/30/18 SC E: 1/4"=1'-0" S EET I �I'll"I'll \000000000► SUBDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA APR DAT : 3/30/18 SC E: 1/4"=1'-0" S EET I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH ........... 7777T,717222= Sd ROUND, MODIFIED OR T 2 %e' .131 ROOF DIAPHRAGM - ASPHALT SWINGLE RING ELECTRO GALVANIZED STRIP 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED AND REINFORCEMENT) (16-20 RINGS 7fe,' O.S.B. or i ' COX PLYWOOD - 8d RING SHANK GUN NAILS 6 4" O.C. 0 SUPPORTED PANEL _ __� • w' ' ~_ -~ I ... v 1 —" w/ SIMPSON SP4 (USP 5PT4) NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL E LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS Fy EDGES AND 8d RING SWANK GUN NAILS -0 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT METHOD PER SCHEDULE') . . . . . . . . . . . 70 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. SHANK TO EXTEND ECURE 2x TO CMU w/ (3)�' x 9' 4B 26CALE: 2x4 BLOCKING At ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS b : ANCHOR BOLT w/ 2' WASHER SET OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD SCALE: 3,4'0 0' ROOF DIAPHRAGM - CEMENT(TIOUS TILE or METALSTRENGTH WALLS AND INTERIOR SHEAR WALLS. z IN SIMPSON OR USP HIGH EPDXY (6 MIN. w/ 51MIOSON 5P4 (USP SPT4) w/ SIMPSON SP4 (USP SPT4) C OLo4 =Iklr. AU c a 10) AkIir rr IKI ki A li .a . . . . . . . . .DOUBLE 32' O.C. MAX a 32' D.C. MAX o 8d RING SHANK GUN NAILS s 6" O.C. IN FIELD TOP PLATE 0 24" O.C. MAX (NOT LOAD BEARING) EMBEDMENT) 2x CONTINUOUS 5ARE58 at nrr<iMr_ a Mtin_uini i TYP. 3/4' TAG SUB -FLOOR DECKING GLUED 5 /s CDX EXTERIOR PLYWOOD or /3s APA -RATED O.S.B. (AS PER MANUFACTURER'S 2x STUDS a I6' O.C. MAX 2x STUDS -9 16' O.C. MAX TO ALL EXPOSED MEMBERS g ;t INSTALLATION SPECIFICATIONS) - 8d RING SWANK GUN NAILS a 4' O.C. is SUPPORTED PANEL • �I"II'I'll q: NOTE: (U ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE 3 EDGES AND 8d RING SHANK GUN NAILS g 6' O.C. 6 fNTERMEDIATE SUPPORTS. SEE DETAIL. Lu LOCATED 6' FROM TOP AND 2 cONTINUOUB STRESS 2 cONTINU0U5 STRESS PRE-ENGINEERED ROOF SHEATHING TO GABLE END FRAME USE ed RING SHANK GUN NAILS tv 4' O.C. EDGEWISE.BOTTOM 4 (1) NEAR MID -CENTER x x 2x4 BLOCKING AT ALL PANEL JOINTS WITHTOP Cl -)ORD BLOCKING 4' IN 4'-0' OF GABLE END. } BLOCKING a MID -WALL BLOCKING s MID -WALL Q.C. MAX IN FIRST (2) FRAMING SPACES 1p EACH E di EXTERIOR WALL SHEATHM PRE-ENGINEERED TRUSS Jib' O.S.B. or V PLYWOOD or i' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 4' O.C. °r ' GYPSUM WALL BOARD " GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SWEAAWIN 1) 05 REBAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS S 6' O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL Y' x 9' ANCHOR BOLA w/ 2' WASHER )LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM EPDXY (OR EQUIVALENT) 6' ANY MANUFACTURER loe Q ECURE BOTTOM PLATE TO EMBEDMENT MIN. # 32' O.G. MAX NAIL REQUIREMENTS ONCRETE SLAB SLAB w/ (1)10d CUT NAIL is STUD TO BOTTOM PLATE w/ )SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSON SP4 (USP SPT4) e 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %e' .131 110,000 RING ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 61-0' AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) (16-20 RINGS Z _ __� • w' ' ~_ -~ I ... v 1 —" w/ SIMPSON SP4 (USP 5PT4) NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4' T 4 SUBFLOOR )ATTACHMENT 'NAILING PER INCH) �. AND REINFORCEMENT) „ ° N-,� -• .� 4 O.C. MAX BUILDING LENGTH 6 4 a a� ONCRETE SLAB a ONCRETE SLAB --�—INTERIOR BEARING -WALL FOOTING -• (SEE FOUNDATION PLAN FOR SIZE • )SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL 4� (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 : AND REINFORCEMENT) dr 4 NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING l) UU 8d RING 5NANK GUN NAIL5 s 4' O.C. O O.C. IN FIELD or ed x 3 SCREW SHANK BALLISTIC idl- v I I�uv I wl�r-tom %.1'r%fAW"1 XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE 1 u Y q B u Y TOP # BOTTOM EDGE5 Y V 4 ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 61-0' AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) Z _ __� • w' ' ~_ -~ I ... v 1 —" w/ SIMPSON SP4 (USP 5PT4) NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4' T 4 SUBFLOOR )ATTACHMENT 'NAILING i4' TAG SUBFLOOR (ATTACHMENT Fy INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT METHOD PER SCHEDULE') . . . . . . . . . . . 70 IV _qUNTHREADED SHANK TO EXTEND 4A 4B 26CALE: BEYOND TgICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS 3�4'.I'_0, SCALE: 3,4' -I' -m' SCALE: 3,4'0 0' 32' D.G. MAX WALLS AND INTERIOR SHEAR WALLS. z C OLo4 =Iklr. AU c a 10) AkIir rr IKI ki A li . . . . . . . . .DOUBLE o 8d RING SHANK GUN NAILS s 6" O.C. IN FIELD TOP PLATE 0 24" O.C. MAX (NOT LOAD BEARING) TYPICAL EXTERIOR SHEATHING ATTACHMENT 2x CONTINUOUS 5ARE58 at nrr<iMr_ a Mtin_uini i TYP. 3/4' TAG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS g ;t • �I"II'I'll (O.S.B. t0 BE STRUCTURAL GRADE) 3 OUBLE TOP PLATE UNLESS NOTED OTHERWISE \ODODODDDOJ PRE-ENGINEERED PRE-ENGINEERED F GYPSUM WALL BOARD II GYPSUM WALL BOARD . �• ROOF TRUSS ROOF TRUSS v NOTE: RE -ENGINEERED GABLE TRUSS 4'=O' MINIMUM OvERLAP FOR TOP PLATE eFLICE BLOCKING 9 MID -WALL SECURE TOP PLATES wl 16d COMMON NAILS 6 4 O.G. DIAGONAL BRACE 9 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE t0 SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS z " x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMP50N HIGH STRENGTH 2-ROW5, 5TAGGI=REp DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' 7 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHINCx GREATER (REFER t0 TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 2) 2x4 SYP � DIAGONAL BRACE w/ (3J ECURE BOTTOM PLATE t0 a = to == r-lr= 1r-tl �o A r -=A r,t7977=--nn Al tnP PI dt� to ATI lr) l) UU O O.C. IN FIELD or ed x 3 SCREW SHANK BALLISTIC idl- v I I�uv I wl�r-tom %.1'r%fAW"1 tl v e Y 1 u Y q B u Y Y Y V 4 ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 61-0' SECURED w/ SIMPSON OR USP MSTA36 TVI ^'LATS Z _ __� • w' ' ~_ -~ I ... v 1 —" w/ SIMPSON SP4 (USP 5PT4) NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4' T 4 SUBFLOOR )ATTACHMENT 'NAILING i4' TAG SUBFLOOR (ATTACHMENT Fy E) > SHEAR WALLS. METHOD PER SCHEDULE') METHOD PER 'NAILING SCHEDULE') 70 IV _qUNTHREADED SHANK TO EXTEND BEYOND TgICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS 2x WOOD or METAL STUDS16 32' D.G. MAX WALLS AND INTERIOR SHEAR WALLS. z C OLo4 =Iklr. AU c a 10) AkIir rr IKI ki A li . . . . . . . . .DOUBLE TOP PLATE 0 24" O.C. MAX (NOT LOAD BEARING) TYPICAL EXTERIOR SHEATHING ATTACHMENT 2x CONTINUOUS 5ARE58 at nrr<iMr_ a Mtin_uini i TYP. 3/4' TAG SUB -FLOOR DECKING GLUED A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r u 7 5 ' O.C. IN FIELD or ed x 3 SCREW SHANK BALLISTIC tl 2x STUDS 6 16' O.C. MAX UNLESS NOTED OTHERWISE ST FLOOR STUDS TO 2ND FLOOR STUDS NOTE: � Z a �; ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 61-0' SECURED w/ SIMPSON OR USP MSTA36 Z ® �a� NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4' T 4 SUBFLOOR )ATTACHMENT 'NAILING i4' TAG SUBFLOOR (ATTACHMENT Fy E) > SHEAR WALLS. METHOD PER SCHEDULE') METHOD PER 'NAILING SCHEDULE') 70 IV _qUNTHREADED SHANK TO EXTEND BEYOND TgICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . .DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TAG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q I6' O.C. MAX �I"II'I'll (O.S.B. t0 BE STRUCTURAL GRADE) 3 OUBLE TOP PLATE UNLESS NOTED OTHERWISE \ODODODDDOJ F GYPSUM WALL BOARD II GYPSUM WALL BOARD . . u 7 5 ' O.C. IN FIELD or ed x 3 SCREW SHANK BALLISTIC tl 2x STUDS 6 16' O.C. MAX UNLESS NOTED OTHERWISE ST FLOOR STUDS TO 2ND FLOOR STUDS NOTE: Z o Z a �; ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 61-0' SECURED w/ SIMPSON OR USP MSTA36 Z ® �a� NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4' T 4 SUBFLOOR )ATTACHMENT 'NAILING i4' TAG SUBFLOOR (ATTACHMENT Fy E) > SHEAR WALLS. METHOD PER SCHEDULE') METHOD PER 'NAILING SCHEDULE') 70 IV _qUNTHREADED SHANK TO EXTEND BEYOND TgICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . .DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TAG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q I6' O.C. MAX (O.S.B. t0 BE STRUCTURAL GRADE) 3 OUBLE TOP PLATE UNLESS NOTED OTHERWISE F GYPSUM WALL BOARD II GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING 9 MID -WALL « DIAGONAL BRACE 9 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE t0 SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS m IV D.C. MAX " x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMP50N HIGH STRENGTH « DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' 7 GREATER (REFER t0 TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 2) 2x4 SYP � DIAGONAL BRACE w/ (3J ECURE BOTTOM PLATE t0 EMBEDMENT MIN. � 32' O.G. MAX 0'-0" - 30'-0" USE ll) X -BRACE 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (U 10d CUT NAIL g STUD TO BOTTOM PLATE w/ 30'-1' - 60'-0' USE (3) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX SIMPSON SP4 (USP SPT4) g 32" «« (1) X -BRACE CENTER 4 (2) BRACES a . 4a O.C. MAX DIVIDED EQUALLY FROM CENTER TO END q as 4. q ONCRETE SLAB ONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE • • : •' (SEE FOUNDATION PLAN FOR SIZE REINFORCEMENT) AND REINFORCEMENT) STIFFAND AGK ALL UPRIGHTS OVER 4'-10' H OVER HIGH NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE PLASTIC OR METAL ,AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE TWO STORY L. B. W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 5 A 5 B SAME X -BRACING REQUIREMENTS) �A ONT. 2x4 RAT -RUN ARTACWED TO EACH �E:3,4'.,,_x, ,- ,_ , SCALE: 3/4 -I 0 GABLE X -BRACING ' TRUSS w/ (2)12d NAILS 1 INSTALLED a MID -POINT OF TRUSS SPAN SCALE: 3/4'=r -m' or 10-0' O.C. MAX SUBDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#Ol) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR 012010 DAT: :A/30/18 SC,4E: 1/491=1'—Opp SHEET D 2 2x RIDGE ONE SIZE LARGER THAN /-PRE-ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL I* COLLAR TIE a EVERY OTHER m 1111++i+i RAFTER w/ MIN. (3)12d NAILS or o GYPSUM BOARD OR a,ti��4 MIN. (4)10d GUN NAIL. IMPSON VTGR or USP VTT HIGH STRENGTH CEILING SPACING (1) a EACH END 2x RAFTER � • � . o BOARINGLE 2x TOP PLATE AND 6'-0" O.C. MAX 1x8 NAILER SECURED t0 TRU55ES L E BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS a EACH TRUSS- ' GYPSUM WALL BOARD ° 2x WOODS STUDS 6 24' O.G. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) o MT512 or USP MTW12 ,4LTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP M5TA24 , SECURE BLOCKING t0 TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)12d NAILS a EACH END. 4 SCALE: 3/4'=1'_0" -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES FF--C,, LAB w/ 10d MASONRY TYPICAL VALLEY TRUSS CONNECTION 1 SCALE: 3/4'4-0'2x4 SECURED TO GABLE END w/ AILS a 32' O.C. MAX (2) 12d -8 EACH UPRIGHTONGRETE SLABEE FOUNDATION PLAN FOR 2x4 SECURED TO GABLE END w/ IZE AND REINFORCEMENT) (2) 12d SPACED 6' - 8' O.C. MAX if)ATER RESISTANT 5ACKERBOARI7 (DEN5HIELD) 2x4 RAFTER 6 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END 7A ubov STUDS SCALE: 3/4'=r-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) TRUSS AULK BEADBETWEEN DENSHIELD2x4 BLOCKING EACH RAFTS /-PRE-ENGINEERED P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 16" D.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) ' GYPSUM BOARD OR VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTlA = z' HIGH STRENGTH CEILING SHOWER PAN EACH RAFTER TAIL CONNECT( BOARD ` (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 8" TOP CHANNEL (25 GAUGE) g TOP OF EACH RAFTER CONNECT( TDP CHANNEL TO TRUSS wl DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24' D.G. MAX) SCALE: 3/4'=1'-0' j' GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) 0 24" O.0 w/ FULL LENGTH LAYER OF -PRECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS ATTACHED TO EACH SIDE a 12' O.G. WITHIN 8' OF EACH END AND GIB' O.G. MAX 3 %' BOTTOM CHANNEL (25 or CURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY • NAIL w/ WASHER g 32" O.C. MAX. (MIN. SHANK SIZE .145 4 MIN. EMBEDMENT OF 1,V4') WITHIN 8' OF EACH END AND 915" O.C. MAX ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING © SIZE AND REINFORCEMENT) `� � (TYPE AND ATTACHMENT METHOD fl o PER "NAILING SCHEDULE') A a CURE 2x6 MIN. TO BLOCK w/ .T. 2x8 STUD BLOC (2)V x 9' ANCHOR BOLTS w/ 2' STUD +GAUGE IS HEIGHT SPECIFIC. CONSULT B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY ROUGH OPENING (UP TO 8'-0') (MIN. 6' EMBEDMENT) z INTERIOR NON—BEARING WALL 7B ° o o METAL STUDS SCALE: 3/4'4-0' N CURE 2x(o MIN. TO BLOCK w/ (3)X' x 9' ANCHOR BOLTS w/ 2'TEXTURED CEMENTITIOUS —ll) REBAR VERTICALLY IN CONC. POURED PR CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' G926) OVER CM EMBEDMENT 'CMU BLOCK 0 ATHER STRIP MOLDING AROUND DOOR BIG ® (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9" ANCHOR BOLTS wl 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'4-0' A 6 SCALE: 3/4'44' B SCALE: NITS. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) ARCHITECTS DesoinGrounc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL. DORAL (VERSION#01) PROJECT#: 299"7.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR DA E: 3/30/18 s E: 1/4"=1,-0" S EET D3- \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #97) MODEL. DORAL (VERSION#01) PROJECT#: 299"7.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR DA E: 3/30/18 s E: 1/4"=1,-0" S EET D3- A R C H IT EC TS DesiOnGrou��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 HINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL i/D2 FOR GABLE BATT OR BLOWN -IN INSULATION X -BRACING REQUIREMENTS (R -VALUE PER ENERGY CALCS) OVER #30 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED PRE-ENGINEERED ROOF TRU EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 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 EDGE SCHEDULE') SCHEDULE" (4'-0' D.G. f SHEATHING SEAMS) 2x6 SUB -BANS ' GYPSUM BOARD OR z' HIGHMETAL DRIP E -vk VENTED STRENGTH CEILING BOARD 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS - IL ALUMINUM SOFFIT IMPSON SP2 (USP SPT24) * EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH = �� 2 x 2 WOOD SCREWS ` EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = - ALL SPACER FOR CONDITIONS WHERE TRUSS AID �� ALAN T. 2x4 RAT -RUN ATTACHED TO PER PLAN—)STUD LINE-UP, USE A SIMPSON HIDA DOUBLE TOP PLA TRUSS w/ (2)12d NAILS _ 2x4 STUDS -6 16' O.C. (USP RT16A) ALLED sMID-POINT OF TRUSSWINDOW HEADER (SIZE PER PLAN ALL INSULATION TEXTURED CEMENTITIOUS COATING MIN. (R -VALUE PER ENERGY GALGS) JjAH N or 10'-0' O.C. MAX 2x8 BLOCKING $' TEXTURED CEMENTITIOUS COATING MIN.INDOW (PER ASTM 0926) OVER PAPERBACK (PER PLAN), ATTACHMENT T OR BLOWN -IN INSULATION �, = SECURED w/ (3)12d (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MF=R. SPECIFICATIONS \000000000 (R -VALUE PER ENERGY CALCS) = NAILS EACH EN `" - 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT 3 GUiE 2x4 TO DBL TOP PLATE w/ / x 6 -' m 2 -LAYER WATER RESISTANT BARRIER, OVER SELL METHOD PER 'NAILING SCHEDULE' THRLI-BOLTS 0 32' O.G. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT TO TO 2x4 w/ 12d NAILS -9 8' O.G. MAX 11/2' METHOD PER 'NAILING SCHEDULE" WALL INSULATION or - EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS) SECURE GABLE TO DBL TOP PLATE w/ SIMP50N - RYWALL CONTINUOUS 2x4 w/ (4)16d NAILS 6 TOP [ SIZE AND SPACING PER NOTE #21, HGA10 6 24 O.G. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALE. WINDOW HEADER UNDER CATEGORY TIMBER ON (SIZE PER PLAN GENERAL NOTES SHEET GN)] (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or Q" T4G SUBFLOOR (ATTACHMENT SECURE GABLE t0 DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') MSTA24 32' O.C. MAX 1'-4' MIN. FROM 2nd F=LOOR LINE FRAME WALL SECTION — GABLE ROOF or EQUIVALENT INSTALLED PER MF=R'S SPEcs) RAILING DETAIL 3 4B CONTINUOUS 2x6 w/ (6)16d NAILS SCALA: 3/4'-4-0' SCALE: NTS. BOTTOM OF F=LOOR TRUSS (BOTTOM 2x6 —ARE -ENGINEERED F=LOOR TRUSS fS A NAILER FOR WALL SHEATHING 7B NOTE:BWINGLES BATT OR BLOWN -IN INSULATION OR TILE (PER BLDR) ' GYPSUM BOARD OR 1" HIGH 2 (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUSS OVER *30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE DDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. F=ILLED U -BLOCK w/ (PER PLAN) /I DIAMETER OF At LEAST 14 INCHES (32 MM) DOUBLE TOP PLATE-- / THE FBCR, 6TH EDITION (2011) (i) #5 CONTINUOUS REBA a'a. RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL fS NOT CIRCULAR, IT / OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED �/ ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR PER PLAN) At LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE') SPECIFICATION ' MAX GREATER THAN 6 1 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT lo"' MIN,OF 2 � INCHES (51 MM). EDGES SHALL HAVE �' TEXTURED GEMENTITIDUS COATING MIN. GYPSUM BOARD OR ' HIGH A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION m f R -VALUE PER ENERGY CALCS) T EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER „ UPLIFT CONNECTOR PLACE SILL (PER BLDR) GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT ,000 METHOD PER 'NAILING SCHEDULE' TEXTURED CEMENTITIOUS(1) 05 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYR 02 WOOD STUDS g 12" O.C. MAX C92(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE 4' P.T. FURRING STRIPS 16' O.G. BETWEEN THE DIAMETER ANCHOR BOLT g S 8, HANDRAIL AND THE 12' O.C. MAX w/ 1' EMBEDMENT WALL SHALL BE I V w/ 2' DIAMETER WASHERJ' GYPSUM WALL BOARD ---WOOD BASE y, 2x8 SYR 02 WOOD STUDS g 12" O.C. MAX SIMPSON SPI (USP SPT22) 42' KNEEWALL e EACH 2x8 STUD dQ °. B 1) COURSE TIE -BEAM POURED SOLID w/ JV2 CONCRETE w/ (1) S REBAR HORIZONTALLY Q a ONCRETE SLABPR . av (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL CAST LINTEL ° a . a AND RE 34" MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ° XTERIOR WALL FOOTING 0 ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE U SPEGFFIGATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) 1 Two STORY SCALE: 3/4'4-0' 4A STAIR HANDRAIL TWO STORY SCALE: 3/4'4-0' PRECAST OR POURED IN PLACE SILL (PER BLDR 16d NAILS 8' O.C. MAX 8' TEXTURED CEMENTITIOUS COATING MIN. (PER ' TEXTURED CEMENTITIOUS 6 COATING MIN. (PER ASTM ALL INSULATION (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTfNUOUS 2x4 w/ (4) 16d NAILS �+ TOP ° 0926) OVER CM n n 1' GYPSUM WALL BOARD INTO TRUSS w/ (4)16d NAILS s EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS a u 2 3/4' T4G SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND 'NAILING BOTTOM PLATE OF 2nd FLOOR WALL) a .Q.a ' P.T. FURRING STRIPS a 16" O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHOD PER SCHEDULE" �4' T4G SUBFLOOR (ATTACHMENT Q :::a ": 1) 05 CONTINUOUS REBAR 6 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER NAILING SCHEDULE11) 0 4 CONCRETE POURED CELL 8d RING SHANK NAILS 0 4" O.C. [ SIZE AND SPACING PER NOTE z o (VERIF=Y PER PLAN) MAX INTO BLOCKf�� x"21, UNDER CATEGORY TIMBER n, a ' D BASE ON GENERAL NOTES SHEET GN)] > FLOOR TRUSS � � 2'-�° PRE-ENGINEERED FLOOR TRUS (MIN_ IN 5LAE3) MBEDDED STRAP ONTINUOUS 2x6 wl (6)16d NAILS o REBAR 48" LONG w/ 6' HOOK 2x4 BRACE g 48' D.C. w/ 15)124 NAILS 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 15A NAILER FOR WALL SHEATHING) 24' O.C. (MIN. 24" IN SLAB) iv EACH EN � (PER PLAN) as a ° � ' GYPSUM BOARD OR ? HIGH ' �� z � p�.. "CONCRETE iZEINFORCED w/ FfBERMESH AT STRENGTH CEILING BDA .: ' TEXTURED CEMENTITIOUS :. a °. Aa ° A RATE OF .151bs PER CUBIC YARD ON 6 -MIL r COATING MIN. (PER ASTM ...:. F GYPSUM BOARD OR ° HIGH POLY ETHYLENE VAPOR BARRIER ON WELL CONI. FILLED U -BLOCK w/ 'y C926) OVER CMU �" STRENGTH CEILING BOARD ° ° COMPACTED CLEAN TERMITE TREATED F=ILL (1) 15 CONTINUOUS REBA NOTE: z� � (3) #5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. BLOCK FILLED U - w/ BREAK WITHIN V-4' MIN. FROM 2nd PERPENDICULAR (1) #5 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=,'-O' PARALLEL TO BLOCK TO BLOCK TIDO STORY SCALE: 3/4'4-0' A R C H IT EC TS DesiOnGrou��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (]LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR X 2818 D E: 3/30/18 ALE: 1/4"=1'-0" HEET \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (]LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR X 2818 D E: 3/30/18 ALE: 1/4"=1'-0" HEET MSTCM40 1/16' 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 1A6' 0.8.5. SHEATHING OR WALL SHEATHING 1/2' COX PLYWOOD X6 EXTERIOR WALL A STUDS 2)(6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER (INSTALLED ON TOP OF WALL SHEATHING B SCALE: N.T.S. 1A6' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING 1A6' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: KIM 1A6' OS.B. SHEATHING OR Ira' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) *d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W1(12) 4' TAPCONS riore: MINIMUM END AND EDGE DISTANCE FOR TITfIJ SGREW6151 Xi 1/16' OS$. SHEATHING OR 1/2' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPC•ON5 HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1A6' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.T.R: BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL — CORNER TO POST SCALE: KM MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS IV 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: KM MASONRY WALL P P O 9 P I I: Q Y P a P B ELEVATION VIEW SCALE: KM 2X EXTERIOR WALL STUDS SECOND PIN. F LR. TOP OF WALL JDS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD W/ (20) 10d X I i' NAILS 5/0' A.T.R. IN HIGH STRS4GTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T 4 G SUBFLOOR GLUEt' •... NAILED AS PER NAILING WR DBL 1x4 BOTTOM 2x4 EXTERIOR WALL 1/16' 0.5.8. SHEATHING OR 1/2 ..�... PLYWOOD " T 4 G SUBFLOOR GLUEC` "'l"' NAILED AS PER NAILING SCHI 2X6 BOTTOM 2X6 EXTERIOR WALL 1/16' 0.5.8. SHEATHING OR 1/2 PLYWOOD PLAN VIEW — 2x4 WALL F-ENGINEENED FLOOR TRUSS 4C. FILLED LINTEL BLOCK W/ (1) 05 gTINUOUS REBAR -4 SECURED TO STUD W/ (20)10d i' NAILS ' A.T.R. IN HIGH STRENGTH EPDXY t 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL IAVO.6.5. SHEATHING OR I/2' CDX PLYWOOD SECOND FIN. PLR, MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW — 2x6 WALL ELEVATION VIEW C E: KIS. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: KT.S -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 45 ITINUOUS REBAR •4 SECURED TO STUD W l (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) 45 CONTINUOUS ROAR A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigrigroup.com AA #- 0003325 StMDIV. Qe LOT: KENSINGTON RESERVE (LOT #97) MODEIA DORAL (VERSION#01) PROJECT& 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT. - STATE OF FLORIDA DA E: 3/30/18 S ALE: 1/4"=1, _ o" SHEET �IIIIIIIIII �ovvvvvovoJ StMDIV. Qe LOT: KENSINGTON RESERVE (LOT #97) MODEIA DORAL (VERSION#01) PROJECT& 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT. - STATE OF FLORIDA DA E: 3/30/18 S ALE: 1/4"=1, _ o" SHEET NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS CONTINUOUS 2x4 wl (4) l6d NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SIMPSON MTS12 or USP MTW12 TO LEDGER a 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ W x 5' LAG SCREWS s 24' O.C. MAX CONTINUOUS 2x6 w/ (6) Ibd NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 16 A NAILER FOR WALL SHEATHING} LEDGER CONNECTION AT FLOOR TRUSS SCALE: 3/4'=11-+0' NOTE: STRUCTURAL SWEATHNG MUST NOT BREAK WITHIN V-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS SIMPSON MT6I2 or USP MM12 TO LEDGER 0 24' O.C. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %' x 5' LAG SCREWS 6 32' O.C. MAX LEDGER CONNECTION AT FLOOR TRUSS P RAU i:L NOTE: SNEATNMCs MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING ROOF DEdCING. 2X EXTERIOR STUDS FIN. TOP OF WALL PRE-ENGINEERED FLOOR TRUSSES BEARING CONDITION (PER PLAN) SCAI E: 3/4'0-0' ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'0-V EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SWEET GN)] -ENGINEERED FLOOR TRUSS EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SWEET GN)] FLOOR TRUSS _`AEMBEDDEO STRAP (PER PLAN) -PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) -1/16' O.S.B. SHEATHING OR 1/2' COX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)160 NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 1/16' O.S.B. 54EATWNG OR I/2' CDX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 wl (6)16d NAILS TOP OF FLOOR TRUSS (BOTTOM 2X(p IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL NOTE: ROOF CONDITIONS MAY VARY HEADER (SIZE PER PLAN) DOOR WINDOW OPENING SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2xb WALL USE SIMPSON SP6 or USP SPT6) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) -DOUBLE TOP PLATE -.RIPPLE STUDS 0 16' O.C. MAX -KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) -SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND FADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) r:XTERlOR BEARING STUDS [ SIZE AND SPACING PER NOTE 0211 UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 -SECURE BOTTOM PLATE TO SLAB w/ )6' x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. • 32' O.C. MAX 2x DOUBLE TOP PLATE PRE-ENGINEERED ROOF TRUSSES or CONVENTIONALLY -FRAMED ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER NAILING SCHEDULE') 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN TRUSS BAYS w/ (3)12d NAILS e EACH END 2x STUDS SPACING PER PLAN MT6I2 • EVERY STUD 2x BOTTOM PLATE EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN 4D- SC&E: 314' -P -O' Two STORr SCALE: 3/4'•I�-®' 5 TWD STcw HEADER (SIZE PER PLAN) � DOOR, Wim, OPENING WINDOW G IN SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) --PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) �—DOUBLE TOP PLATE IPPLE STUDS a 16' O.C. MAX —TING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) ; STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) — —EXTERIOR BEARING STUDS / [ SIZE AND SPACING PER NOTE 021, / UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECURE EACH JACK # KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK V4 MIN. FROM 2ND FLOOR LINE SME WALL SCALE: WOO -0' HEADER (GUM PER PLAN) MAX OPENIWs 48' SIMPSON SPS or USP SPTS A TOP t BOTTOM PE -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) DOUBLE TOP PLATE SIMPSON or USP MSTA24 EACH JACK STUD 2xS SYR 02 WOOD STUDS a 12' O.C. MAX. WALL SHEATHING TO BE WITHIN i ' OF WINDOW/DOOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER NAILING SCHEDULE') {2) JACK STUDS t (2) KING STUDS a EACH SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END t NO MORE THAN 12' O.C. STAGGERED tUINDOW SILL w/ CRIPPLE STUDS 16' O.C. ' D IAMETER ANCHOR BOLT is 12' O.C. MAX w/ 1' EMBEDMENT w/ 2' DIAMETER WASHER SIMPSON or USP MSTAM24 a EACH JACK SECURED w/ (3)Y' x 1 %4' TAPCONS TO CMU w/ MIN. 2' COVER E 2' APART 2x8 BOTTOM PLATE WINDOW OPENING IN 2 -STORY WALL TWD STORY SCALE: 3/4'21'-0' A R C H IT E C TS J.4`fi 1\. KVNA%I u KCf1umll DLYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX; 407-774-4078 www.abdesigngroup.com AA #: 0003325 stmDrv. ae LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHrrECT: STATE OF FLOFYDA 2 2018 DA : 3/80/18 19 : 1/4"=1'-0" It • �vvvvvvvoo, stmDrv. ae LOT: KENSINGTON RESERVE (LOT #97) MODEL: DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHrrECT: STATE OF FLOFYDA 2 2018 DA : 3/80/18 19 : 1/4"=1'-0" It • A R C H IT E C T S v Desoin Grou 12. nc. -..-....�-....--.--..-...------. LONGWOOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ft ______ - - Ryan Homes -Openings. 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X 16' - ..... - --------- ---------- __ ___ - - - - - - __ A R C H IT E C T S v Desoin Grou 12. nc. -..-....�-....--.--..-...------. LONGWOOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ft I . � E 8 0 0 0 E 0 = r. cc "*^ L L ==mwo SuBlDrv. & r.01%. KENSINGTON RESERVE (LOT #97) MODE3L& DORAL (VERSION#01) I PROJECT#: 1 2997.000 PAGE: WINDOW SCHEDULE L AMMECT: STAM CIE FLONDA APR 0 2 DAYJ�E: 3/30/18 8611.m: 1/4"=l' -O" 77 ET I " D7 I PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH a S' O.C. MAX (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ No' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY _STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 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 W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3.6LOCKINCx 9NOUJN MAY BE IN ADDITION t0 I WALL STUDS SQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION 'OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH i IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FL WITH THE CENTER OF THE PIPE. FORM FLASH 1 TO THE BOTTOM THE PIPE AND WRAP AROUND 'i „c ni- r--. TO TO 8' / I l I 161 TO 8' J" 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 �, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 7'' --PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 E PE "M" CONTROL JOINT KT& NOTE: APPLY SEALANT AT "M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 116 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SNAIL COMPLY WITH THE APPLICATION REQUIREMENTS OF A57M G 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM G 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 PIPE& PENETRATION DETAIL 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 M, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LATER #1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN S' (229 -MM). AS PER ASTM 01063 1B.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU z F SHEATH WRB I TAPED T SHEATHING wl WI #2 OVER TOP. WF #2 TO BE LAPPS_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" A HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) � PAMPER LAP KTA WOOD SHEATHING WATER RESISTIVE BARRIER - LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP (: "L" FLASHING 4 , Kra NOTA: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 's VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING P MM LATH LAP, 4' OYER ALL L.4P VERTICAL LATH & PAPER DETAIL " THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAVER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING ., jd �4FIA "o x s VA LEGEND VA .. DRAINAGE PLANE :r (IRB LAYER F STUCCOWRAP OR APPROVED EQUAL) w I : . WRB LAYER #2 f. (FORTIF15ER E BUILDING PAPER OR 7h APPROVED EQUAL) N STUCCO METAL LATH x x x x STUCCO . 4. a a a: WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD tUTILITIOR NOMINAL LATIN �O NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C HIT E C TS i•}Yi 1\. RVRKLV RLItVYM1Y DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigrigroup.com AA #: 0003325 r � 01111111111 00000000 E 8w m E 0 t c Z stmDrv. ac DoT: KENSINGTON RESERVE (LOT #97) M0DEr.9 DORAL (VERSION#01) PROJECT#: 2997, 000 PAGE: WALL ASSEMBLY DETAILS AP104rEC r: STATE OF FLORIDA APRA 1'2018 DA :3olis 8 : 1/4"=1'-0" WA1 A R C H IT E C TS 1441 11I. KVMP%LY Krm%xm \ DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r TEXTURED CEMENTITIOUS COATING WRB LAYER 1, STUCCOWRAP COR APPROVED � EQUAL) WRB LATER 02, FORTIF15ER BUILDING WOOD SHEATHING ' THICK 3 COAT PAPER COR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP COR APPROVED SEALANT. PREMANUR 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 SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPOx. X APPLY SEALANT At PERIMETER OF OVERLAPS KICKOUT 1" ABOVE SHINGLES " - ' NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER I' MIN. ,f„* rw° SELF-ADHERING FLASHING 51DEs, y' SEALANT g JOINT$ ALL AROUND 1 7Y r ++sem } - THICK 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 68 L�R?I�RVENTBLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER *2, FORTIF15ER BUILDING li lu PAPER COR APPROVED EQUAL) BUILDING PAPER UNDERLAYMENT �A �I�R�VENT FRAME } OVER QUICK FLASHI�LT �, a �II"I'll'I PIPE THROUGH WALL PER FBC R�03.�.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING FASCIA WRAP DRIP EDGE: OVERLAP 3, EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH' ASTM G 926-12A. FASTEN 4' O.C. MAX. VENT PENETRATION A • KT INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING _WR5 LAYER 02, FORTIF15ER LEGEND WOOD WRB LATER, BUILDING PAPER COR DRAINAGE PLANE NOTE: CONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) (WRB LATER M, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL KTP WOOD APPROVED EQUAL) SHEATHING U1R8 LAYER 1, METAL LATH WOOD -i/S' TEXTURED FINISH 6 WOOD OR APPROVED EQUAL 02 AT BOTTOM OF ROOF 4 WALL WRB LAYER INTERSECTIONS FORTIF15ER CONSTRUCTION FAST TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER COR S' CMU f MEMBER 1' D.G. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF $HER -CRETE APPROVED EQUAL) _ Y' TO /g' M I - WA � METAL LATH x x x X FLEXIBLE CONCRETE WATERPROOFER or � �” THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WEEP $GREED 6" WIDE STRIP SELF . d" a STUCCO ° ° SCRATCH COAT PRIOR TO ELEC. METER WALL° t0/S' MID -WALL ADHERING FLASHING, GLEAN SOD SHEATHING INSTALLATION WEEP 5CREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING (PER 3/WA1) 6' SELF -ADHERING FLASHING TEXTURED FINISH ip MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: �F�RAME TO �FRAME(FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM ELEC. METER FIELD VERIFY 7A : KT�s "7B E.KTa G-84�-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOx AND ADHERE t0 THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1' TO CORNER. STEP 1 STEP 2 STEP 3 USB LAYER 1, STUCCOWRAP APPLY SEALANT AT TOP (OR APPROVED EQUAL) ELASTOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD .�,�.�.� •••••• OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING o o (OR APPROVED EQUAL) o0 0' OVER 60 MIN GRADE 'D' o° 0 0 (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT o0 0' METAL LATH PENETRATION 'PIPE PENETRATION DETAIL' 8 E` STs.APPLY 1 COAT OF $HER -CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER AT ALL JOINT$ AND 0.00000.00 INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER COR STEP 4 STEP 5 E��TRCAL RECEPT��AL�� 9 STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C TS 1441 11I. KVMP%LY Krm%xm \ DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II"I'll'I \000000000 3tMDrV. 8e LOT: KENSINGTON RESERVE (LOT #07) MODEU DORAL (VERSION#Ol) PROJECT#: 2997.000 PAGE: WALL ASSEMBLY DETAILS Ate MECTD STATE OF FLORIDA D : 3/30/18 SibALL: 1/4"=1'-0" 8HLLT WA2 WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER 1. - 5T UCCOWRAP (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER U1R6 LAYER "l, S7U000UIRAP V, (OR APPROVED EQUAL)�J AMICO AM66-U�WG-l80 J• CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL CHAP WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER *l, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66 - WFWC -180 CUSTOM CASING 5EAD (OR APPROVED EQUAL) WR5 LAYER #I, STUCCOUJRAP (OR APPROVED EQUAL) VA FIA VA FIA WR5 LAYER 02, FORTIFIBER BUILDING VA PAPER (OR APPROVED EQUAL) A 6' SELF-ADHEREING FLASHING WRAPPED 's CORNER OF CANTILEVER AMICO AM66 -WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. DEPS) CASING BEAD DETAIL 0 CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK 1 � XI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I VXI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR SACKER ROD 4 SEALANT THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING 5EAD VINYL (OR APPROVED EQUAL) BEAD so<4 FONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER (FORTIFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a" WOOD SHEATHING 5ELF-ADHE5IVE FLASHING 1 11 VINYL (OR APPROVED EG2l,lAL) CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH s" THICK, 3 COAT CEMENT PLASTER VINYL (OR ,APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT,' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR 5ACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD FATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 t- --DECKMEMBRANE, EXTEND OVER DRIP EDGE `-3 X 3" 26 CSA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, V MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER $Q. YARD (UTILITY OR NOMINA LATH O S NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE 5ARRIER *1 WEATHER RESISTIVE 5ARRIER 02 " THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' 10051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) @4RIP EDGE INSTALLATION Y' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 —VINYL (OR APPROVED EQUAL) CASING BEAD 1 VXI Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y¢" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. SACKER ROD ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RE5ISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BE BALCONY DRIP EDGE INSTALLATION njB =& rft KTA milIFININE 9 stoGOMI'ONIINTS PULLED APART FOR CLARITY " TRICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER ' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO - SHEATHING s 1' O.C. MAX. WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) *O!IR BEAD ® FRAME CORNER 5EAD (FASTENER 4 SPACING 9 1' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12B CORNER BEAD @ BLOCK COLUMN SHE ATH ING WEATHER RE515TIVE BARRIER M FATHER RESISTIVE BARRIER 02 76" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2 "x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 r EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING i Va 'L" FLA5HING FULLY - EMBEDDED IN ROOF CEMENT X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHORN FOR CLARIFICATION OF SEPARATE ACCES50RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H I T E C T S DesominGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9tMMV. & IAT: KENSINGTON RESERVE (LOT #97) MODEU DORAL (VERSION#01) PROJECT: 2997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA APR n : 8/30/18 S AtM: 1/4"=1' —0 " SHEET WA3 �I"I'II"I oovvvvva� 9tMMV. & IAT: KENSINGTON RESERVE (LOT #97) MODEU DORAL (VERSION#01) PROJECT: 2997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA APR n : 8/30/18 S AtM: 1/4"=1' —0 " SHEET WA3 WOOD SHEATHING WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING WINDOW FLANGE WRB LAYER 1, 5 (OR APPRO` WRB LAYER *2, FORTIF15E PAPER (OR APPRO, I " TH CEMEI 6" SELL WINDvw CASING BEAD @ WINDOW FRAME, NO BAND WOOD CONSTRUCTION BEYONI WOOD 5HEATHIN WEATHER RESISTIVE BARRIER ' FATHER RESISTIVE BARRIER %'X 1)/4' LAP SIDING W/6' REVEA 6' SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z' FLASHIN STUCCO CA51NG BEA SIDING TO STUCCO @ BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER M 5WEATHER RESISTIVE BARRIER *2 r� X I y LAP SIDING W/(o REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL. "Z" FLASHING E -Z BEAD VINYL. COR APPROVED EQUAL) CASING (W/%s' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Y" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 �TUCCOWRAP EQUAL) IG =ORTIF15ER R TOR 1AL ) I :R WOOD SHE ATH ING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) URB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE �(— WOOD SHEATHING I RB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, F-ORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH YIW AOR '�-� s' THICK, 3 COAL CLARITY) CEMENT PLASTER WRIB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) VINYL COR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, BAND 13B ems: Kra ' SELF -ADHERING FLASHING FATHER RESISTIVE BARRIER I RATHER RESISTIVE BARRIER 02 TARTER STRIP PER ANUFACTURER'S INSTALLATION ISTRUCT I ONS " SELF -ADHERING FLASHING :ALV'D METAL "Z' FLASHING 10 NOT CAULK OR SEAL OPENING ;ALV'D METAL 'Z' FLASHING TUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE51STIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *2 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER I E—Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/l8' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 02 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION T.Fr.RNn DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 81031.1 i ASTM C-841-013, MIN. 2.S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LAN? — SEA — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER g STUCCO TO SIDING TRANSITION--\ SID ING Xs� fsAP Tl'P CASNG MAD TO TRIM t. �:r.� .: , .:wry ; . , `= •��. ' THICK,.3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER TOR APPROVED EQUAL) WOOD SHEATHING �1F5 LAYER 1, STUCCOWRAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6' SELF ADHERING FLASHING OR PEEL 4 SLICK SIDING TO STUCCO CASING BEAD 14 Kra r c�aee-eEcr�u WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER TOR APPROVED EQUAL) �THICK, 3 coat CEMENT PLASTER " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD ryrC.I�� METAL LATH W �o, /SEALANT 11T WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME IL A OW f U100D SHEATHING U1R$ LAYER M, 57UCCOWRAP (OR APPROVED EQUAL) UlRB LAYER "2, FORTIFIBER BUILDING PAPER { (OR APPROVED EQUAL) -METAL LAIN THICK, 3 COAL OMEN? (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD @ RAISED AND FRAME WI�G7 LH I GIS '1, �714liliVRfiI— (OR APPROVED EQUAL) (o'WIDE PEEL t SLICK OVER PLAN E -T BEAD VINYL 2X FRAMING (OR APPROVED EQUAL) CASING (W/%' FLEXI6LE PVC BAGGER ROD MEMBER INCLUDED) APPLY RILL BED OF SEALANT BP?UIEETI $' THICK, 3 COAT GEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER 6' SELF ADHERING FLASHING WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY 17 EZ BEAD WINDOW CASING A R C H IT E C TS 1441 N. KVNALU KtAUAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9tM3DIV. & LAT: KENSINGTON RESERVE (LOT #97) MODEL4 DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA go DA30 /1 S FSC :1/4"=1'-0" WA4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD ''= SECURE HOUSEWRAf 0-1 ` P UNDER) a t STEP I WINDOW FLASHING INSTALLATION DETAILS @,., �t�. JFU�LLR,AP {FRAME } WALL FLASHING INSTALLATION DETAIL (MASONRY) FOLD MOUSE IN AT JAM55 SLOPE SILL R EXTE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXI5LE FLASHING DO NOT SEAL BOTTOM FIN AMOLY 081 IQU (0 EG IAL) SEALANT • WNr)cxuc LL JOINT. FLUID APPLIED FLA%4Nrs (LANGO WITE-SEAL 1C-86'3 OR E -O) STEP 2 ALIGN FLEXI5LE SELF -ADHERING %SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL 5ELF-ADHERING FLEXIBLE FLASKING AS THE FLASKING AT THE SILL nimr n +6' 5ELF-ADHERING OVER VINYL MEAD 3 {WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMS FLASHING INSTALL VINYL DRIP CAP APPLY 3/6" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED MOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT, END DAMS REOV. AT EACH END OF SILL 0 I 111 r I ;SEWRAP DOWN 4 D I AGONAL CUT 4 -LEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE SACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRI1 INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL b" WIDE Ap{-4E5IYE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT R07ECt0-WRAP 5t-20XL OR APPROVED EQUAL) STEP 5 UL"l V NOTE: 1. IT IS THE CONTACTORS RESPON515ILTY TO VERIFY THE COMPATI51LITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 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.abdesigrigroup.com AA t 0003325 r � �IIIIIIIIII .00vovvvvvJ E 8E 0 L C StMr) V. & LOT: KENSINGTON RESERVE (LOT #97) 3[O DEI.4 DORAL (VERSION#01) PROJECT#: 2997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA APR4j 2#18",Z DAR: 13/30/18 1/4"=1'-0" WA5