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Home My WebLink About3907 Crawley Down Lp Plans New construction SFH_.'LN_ D VERSION 0 1 FORM RECORD COPY REVIEWED POR COUIE COMPLIANCE PLANE EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to he Verified at ,Slah Inspection #1 g- 3351 wc ryanhomes.com(S:ANFORD • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIRCONDITIONTNG L,UM. LUMINOUS RYAN HOMES — ORLANDO(FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL. 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES - TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CEN'T'ER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 •CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINECONC. CONCRETE P.B. PUSHBUTTON 4 SECOND FLOOR PLAN TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS VASD = 116 MPH C.T. CERAMIC 'TILE PLYWD. PLYWOOD D. DRYER PR. PAIR 5B DOWEL PLAN • RISK CATEGORY— II DBL. DOUBLE P.T. PRESSURE TREATED • STATE OF FLORIDA D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT S) • EXPOSURE CATEGORY - EXPOSURE C DIA. DIAMETER RAD. RADIUS PROFESSIONAL ARCHITECT: . 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL PLAN (CAST -CRETE) • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRE—CAST) JAMES CANTWELL DP. DEEP REF. REFRIGERATOR AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR FRAMING PLAN D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. FA. EACH SHT. SKEET 9 FIRST FLOOR ELECTRICAL PLAN F.T,FV. ELEVATION SHTHG. SHEATHING BY COMMUNITY 9.1 SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SFIWR. SHOWER EXI1. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING AYERSWORTH GLEN 150-B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D1 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D4 SECTIONS/DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS CREEK SIDE 140—B GA. GAUGE TYP. 'TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DF) SECTIONS/DETAILS DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE INTERRUPT'F,R V.P. VAPOR PROOF REVIEW BY BUILDER HIGHLAND MEADOWS 140—B OL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W/ WITH WA1 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140—B II.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS IIDR. HEADER WAI WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. 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 . 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 PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B 15T FLR LIVING 10SO 50. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2ND FLR LIVING 1,331 50. FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL L I V INCx 2,421 SQ. Ft. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 35 SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 459 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT LANAI 160 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 30.15 SQ. FT. 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. A R C H IT E C TS Desi n ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 3UH3DIV. 8e LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: COVER SHEET ARCHITECT - STATE OF FLORIDA JUN 2 2 8 JA SE LL E: 6/27/18 ALE: 1/4"= f — 0" SKEET CSOF 9 A M �0o0ovovavr 3UH3DIV. 8e LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: COVER SHEET ARCHITECT - STATE OF FLORIDA JUN 2 2 8 JA SE LL E: 6/27/18 ALE: 1/4"= f — 0" SKEET CSOF 9 A M GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16 17 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) Al SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.I. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) 0.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD JESF 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 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). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. 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 AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. QITC la/An1! 1. 2. 3. 4. 5. 6. 7. 8, 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '% INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/ml) 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.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA -THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802,7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 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 #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 41 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 15OMPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C, @ 16" O.C. I @ 16" O.C. I @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1, UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302,7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05118/18 A R C N I T E C T S DesnGrouoinc . :1441 M. KVNALU KtA%XAN lfLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDiV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: GENERAL NOTES ARCHITECT - STATE OF F=LORIDA juN D E: 6/27/18 S ALB: 1/4"=V-0 SHEET GNOF 9 GARAGE ATTIC VENT CALCS AREA OF ATTIC 144 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 0.96 SQ - Fr -REQUIRED VENTILATION AREA 0.96 x 144 136.2 SQ.IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED IF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 30 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1343 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/300 4.48 BUT. REQUIRED VENTILATION AREA (4.48 x 144) 644.6 SQ -1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 644.6) 322.3 SQIN OFF RIDGE VENTILATION AREA 115 SQ.IN./MT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./IF TOTAL # OF VENTS REQUIRED 2.80 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 322 SQ -1N. REQUIRED LF OF SOFFIT VENTELATION 28 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 160 SQ - FT -NET FREE VENT11 ATION AREA REQUIRED 1 150 1.07 SQ - FT -REQUIRED VENTILATION AREA 1.07 x 144) 153.6 SQ.11 SOFFIT VENT VENTILATION PER LF 11.74 SQ.11/IF REQUIRED LF OF SOFFIT VENTILATION 14 LF I I -A" L------1 COL D SCALE: 2A COLUMN DTL. /4 ■ 1'-0' HARDIE SIDING (INSTALLED PER MANUFACTURER'S 18'-8 3/4" BRG. HGT. W/ 8" HEEL (TYPY" 1'-0 4' TRIM BOARD (TYP)— SHINGLES (TYR) II ��INN!, 10'-& & _ l I I Room 0 1�— 1 � � 1 i i dJ 0'-0" FIN. FLR. oL IS' -S 3/4" BRG, HGT.jo _ W/ 8" HEEL (TYP.) HARDIE SIDING (INSTALLED PER e_.. MANUFACTURER'S 10'-8 3/4" 2ND F.F. – 9'-4" BRC:. HGT. 8'-0" HDR. HGT. OL ]':.21 0'-0" FIN. FLR.ot _ wd �1 FRONT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION 'K' 12 5� 0 IN 4' TRIM BOARD (TYP.) 18'-8 3/4" BRG. H4GT. � W/ 8" HEEL (TYP.) l'-0" HARDIE SIDING ( INSTALLED PER MANUFACTURER'S SPECS) �12 4 ,4,10'-8 3/4" 2ND F.F. REAR ELEVATION SCALE: v..i-m ELEVATION 'K' 9'-4' BRG, HGT. 8'-8" BRG, HT. G,4RAGE —6' WIDE RAISED BAND (TYP) —TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0'-0" FIN, FLR. 1pr 18'-8 3/4" BRCS. HGT. W/ 8" HEEL (TYP.) V TRIM BOARD (TYP) ol0'-8 3/4" 2ND F.F. ,49' - 4' BRG. H4GT. 19-1 48'-0" HDR. HGT, TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) --o0'-0" FIN. FLR. A R C N I T E C TS ?C' De si n Gro urnC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA JUN 2 DA E: 6/27/18 S ALE: 1/4"=l' -O" SHEET I OF 9 \000000000 SVBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA JUN 2 DA E: 6/27/18 S ALE: 1/4"=l' -O" SHEET I OF 9 W-6 3/4" BRCS. HGT. L/ S' HEEL (TYP.) 1' - 4' TRIM BOARD (TYP.) 12 4 10'-8 3/4" 2ND F.F. 9'-4" BRCS, HGT. ,-)W E 8'-0" HDR. HGT.r, 1'-2" t- 5 OFF -RIDGE VENT u u TEXTURED CEMENTIOUS OPEN COATING PER (ASTM � cfJ C92(o) (TYP) 0'-0" FIN. FLR., OFF -RIDGE VENT 18'-& 3/4" BRG. HGT. � L1/ 8" HEEL (TYP.) HARDIE SIDING (INSTALLED PER MANUFACTURER'S SPECS) - 4' TRIM BOARD (TYP)- LEFT ELEVATI®N ELEVATION "K' 10'-8 3/4" 2ND F.F. h - - - T2 - - - - - BRCS. HCxT.00_ V-0" HDR_ HCxT. ..... __ ___ ...... __ I �j OFF -RIDGE VENT 18'-8 3/4" BRG. HGT, L/ 8' HEEL (TYP.) _---_ .. HARDIE SIDING (INSTALLED PER MANUFACTURER'S SPECS) 4' TRIM BOARD _ . (TYP) - --- 10'-8 3/4" 2ND F.F. GARAGE C M TIOUS � CTEXTURED E EN COATING PER (ASTM � C926) (TYP) 0'-0" FIN. FLR. j, ----I- - - - - - - - - - - --- - - - - - - - - - - - RIGHT ELEVATION_ SCALE: 1/4 1'-0" ELEVATION "i<' 0'-O" FIN. FLR. ly 3/4" BERG, HGT. lU/ 8" HEEL (TYP.) 1.-Qj11 12 11-011 4 10' -8 3/4" 2ND F.F. BRCS. HGT. _8'-8" BRCS. HT. 1'-2" e GARAGE OPEN ' co 0'—O" FIN. FLR. A R C H I T E C T S wryuvvvuv, m sc r au PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT - STATE OF FLORIDA JUIN 2 D E: d/27/18 36A -LE: 1/4"=1'-0" STREET 2 OF 9 EXTERIOR MASONRY WALL BRC*. HEIGHTS 8'-8' Bibi. LOAD BRC*. WALL NON-BWs. WALL COMPONENT AND CLADDNG WILD LOADS BASIC WW EXPOSURE FOR 3 SECOND GUSTS CALL. • S Q . FT. CALC .' S ZONE 160 MPH WILDKWAGE 1 16T FLR LIVING 2ND FLR LIVING 1,090 1,331 SQ. FT. SQ. FT. 24,80/-30.16 TOTAL LIVING ENTRY GARAGE LANAI 2,421 35 459 160 SQ. FT. SQ. FT, SQ. FT. SQ. FT. 2 24 3080 DR TOTAL 3,015 SQ. FT, 11 25 -SH 4 EXTERIOR MASONRY WALL BRC*. HEIGHTS 8'-8' Bibi. LOAD BRC*. WALL NON-BWs. WALL COMPONENT AND CLADDNG WILD LOADS BASIC WW EXPOSURE FOR 3 SECOND GUSTS CALL. • SOU AGE DESIGNATION ZONE 160 MPH WILDKWAGE 1 112 161-01HX�1'-0' 5 24,80/-30.16 — — — — — — — — — — — — — — — — — 2 24 3080 DR 4 30.08/-32.18 3 11 25 -SH 4 28.45/-30.95 3A 11 25 -SH 5 28.45/-31.46 4 33 (2) 25 -SH 4 29.10/-31.80 5 49 b080 SGD 5 2631/-3330 I ( COL" WIDTH I I b 11 EGRESS 4 28.45/-30.95 WIND DESIGN CRITERIA A. BASK WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT■+ .18 C. RISK CATEGORY ■ TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, &TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F TO DRYWALL INSTALLATION ON ALL FRAMING* MEMBERS 2'-0' FROM THE FNISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2 " 1'-2" 2'-0" N 1 DBL TOP PLATE 8 2x4 WOOD FRAMED e 16, oic. CABINET SECTION ']T1 T" FIRST FLOOR PLAN, 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 =r 1G' -0" 5" 15'-2" 511 — — — — — — — — — — — — — — — — — c bn P.T. POST TO 8'-4' 'n AFF. W/ OPT V-4' CLG. I I X BEAM TO MATCH I I l2-TYP I ( COL" WIDTH I I I I LANAI I I (P. 9'-4' CLG) 0 " III-QII 41-011141-� V II I i II II O II O II HB \000000000 (2) 25 -SH 6080 SC*D 3A I 0 _ C IR/T DINETTE t 12'-4'xim'-0' 9'-4' CLG. 0 I CABINET N r GREAT ROOM I CROWN '11i��-; MLDG. II 1'-2 1/2 I I 90'-0" 4'-211 2'-10" v ro'I-5 1/2" 1 N I � I a II I • `� I -- I 1 I qo O L _TlI I Cl) e CR/T 2' H. KITCHEN � RAILING �, � 11 � 9'-4' CL.Cx S II UP 2-b r xbEa., — L$� --�'-- -' 4X4 POST POST CABINET N I 1R A4 -RSH 10 CROUN -- N MLDG. 4-6H C O r R I % N Y 1 4'-611 f!J 51-4118" 6 -10" 2'-0� 10'-10" 1[1 � @ DBL. 21 -fir 2 - 4'j � -v STU i • I R/T I C m _ STUDY 9 -4 CLCx 9 -4'C -La 1 M T. MR. 1 STBUD W� N �^ 81-8* CLQ N 4'-2" PED. 4'-8" 3'-10" I1'-8" -' c!� - UTILITY GOND. -' SINK 8In 8 BL. LLARD ' _ 41 STUD x POST 2 21_011 Y./ v N ENTRY c� IIi -- - - 2 CAR GARAGE C 20'-0'x20'-2' 9'-4' C t r 4 1 _______ _ — — —LINE OF 2ND FLOOR ABOVE 1 O 1b'-0' X 1'-0' OHGO 0 1'-411 rv- 21'-4" 71 30'-0" A FIRST FLOOR PLAN, 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 SUSDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT:: 02997.000 115R1 PAGE: FLOOR P LAN ARCHITECT= STATE OF FLORIDA 1�272r DAI*:6/27/18 SC :1/4"=1'-0" SHEET 3 OF 9 \000000000 SUSDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT:: 02997.000 115R1 PAGE: FLOOR P LAN ARCHITECT= STATE OF FLORIDA 1�272r DAI*:6/27/18 SC :1/4"=1'-0" SHEET 3 OF 9 COtiPON EWr AND CLADDNG WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND QU918 CALL • 8OU AGE FOar1 DESKINA71ON ZONE 150 MPH WILD 15 �� 5 2865/-31.85 3050- 1 15 5 1865/-3185 2A 12 3040 -FG 5 29.08/-38.10 28 15 EGFESS 5 2865/-3185 3 15 EC MS8 5 28b5/-3185 4 15 4T�MP 5 29.43/-39.40 5 15 4 28b5/-31.14 EGMSS 6 15 EC M� 4 28b5/-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT ■ 150 / VASD ■ 116 MPH B. INTERNAL PRESSURE COEFFICENT ■ + .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMNG MEMBERS 2'-0' FROM THE FMISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 18'-8 3/4' 2N0. _ LR. BRCS. HT. 10'-8 3/4' 2ND. _ N. FL.R. 9' - 4' 5813. HT. ,6 0'-0' FIN, FLR- 2x8 LANDING DROP CEILING TO — V -8' (2) 2X8 HEADERS AS SHO,UN ON SHEET 6 PWDR. ROOM. STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING -NAND RAIL \\ \ 1 1/4" 0 \J \ MAX 10" W \ \ \ 42' 1-11GI4 \ \ \ r RAILMG \\ \ \ \ Z 2x12 S.Y.P. TREAD \ \ \ 2x4 RE-INFORCING • EA. \\ \ am0 2x12 STRINGER \ , (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' O.C. \ \ cel I" KIGKPLATE \ \ Is. \-------- \ 2x6 LANDING I 3/4' TtG SUB FLOOR — — — — — — — GLUED ! NAILED—--1�=------J I 2x6 • 24' O.C. MAX --- I------� I 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' OZ. MAX. STAIR SECTION: 9'-4" BRG. SCALE: 3/8 = 1'-0' LINE OF IST BELO FLOOR W -------------, I I I I I I I I 301-0X 16'-211 v3'-6" 31_211 2m'- 8" I 6o,'- 2X V I O3050 -SN I O 4013 FJ3. EGRESS I TEMP —IR- ISH —, 14' SEAT WC N mW.I.C. I w 8'-0' CLG. I ; SH 2B OWER O OWNER'S SUITE 00, �,oX OWNER'S BAT DBL. C DTUD LAY m QSPACE I 4 S I �I vv, TUB 151-8 5'-4" 3'-8" Im" I 2'-4" 7'-lmll 31_811 0 I a I BEDROOM ,2 X " 1 j 5--o- .I C-L•G. I m 118' 2m 10CLG0 I :)BATH 1 0 L----®' cLG. m } IR -ISN . � 1' -10" �,b � 4'-2" 31-611 14'-8" 1011 11.211 � R!T C � o m ® BEDROOM 3 �12"x3b—� CI 0 m I ATTIC ILAU RY a ' XXI 81_011 c . I I OPT. 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SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 6x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION FLAN SCALE: 1/4 - 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MO DEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FOUNDATION PLAN ARCHITECT- STATE OF FLORIDA JUN 2 7 2018 6/27/18 APALE: 1/4"=l' -O" HEFT 5 OF 9 141-011 16' - 0" 24'x24'xl2' CONC. FTG. „ W/ (3) 45 REBARS EA. WAY ON CHAIRS MIN.: 27 COVER (2-TYP) 8 5A �3 1/2' GONG. 0 � I CSLAB 5A I 5A I ■ ■■ ■■ ■ Sol INN ■ I 2 5A 5A I 19 -10 &1-211 41-011 2 ■ I 2 ``� , 5A 5A a) I 1 �- N II 06 0'-0' FIN. ELEV. x-----,,, �`„� FIN. CONC. 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FRAME WALL TO TYP. RETROFIT FOR VANES MR"V. AT L.B.W. W NO -UPLIFT AT L.B.W. BLOCK WALL CONNECTION OMITTED DOWELS tE VERTI-AL REBAR (� TO FIORIZATIONAL 9 6.." 112'•1'-a B SCALES V!'•i' 12 SCALE, 1/2'•I' A REBAR YI/ HOOK TIE VERTICAL REBAR o � t0 HOItIZAtIONAL '^ U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM �_ a RESAR W/ 10' HOOK 8' VARIES 8' I_6TOR1' VARIES PER ELEv _ _ ._ ..... .._ ._ VARIES PER ELEV. CAULK AND REAL (2) O5 REBAR ON CHAIRS /* 2 -STORY 3' 3' !3) N! REBAR ON C44AIM _-- -' ° GROUTED BOND BEAM °A IIESAR • 1-6TOR1' !2) �5 a (3) Ob REBAR 0 2-6TORY a 4 OUT61PS REDAR TO BE a GA8 LINE ICTALLY W/ C:ONC - - -- - ° C:ONtINKl0116 ff OUREP RMAIR a I �' PVC SLEEVE FOR GAG LME ° ° ° R-41 N IBUI- MIN a 6' cm a, CMU V!' GYP. UL. DD. ll� "5—CONT. wQ�> � 4 ° � � — ° u 1/2• DRYUlr4LL 2'-I' MIN. LAP i Q w 3 I/1' CONC, REIN. lW i'xi' lo SHOWER RECESS FOOTER � > 6 -MIL POLY ETHYLENE VAPOR _ _ Z+ WL4xUA WJF OR 1918914 614 ON • BARKER UN WELL -COMPACTED A. CLEANOUT REQUIRED a a °:. CLEANOUT REQUIRED WOOD B' B REBAR. LAP AT FOOTING p GLEAN TERMITE TREATED PILL - - --- FOR INSPECTION FOR INSPECTION 7 I' RECESS FOR a' z 6" TRACK °.a n r 6' FINt614 FLOOR a° 4 i0 6' PVC CHASE TPM POOTN4G 0'-O' FIN PLR 0'-0' FIN. FLR h v a •' • ° °a TIE VERTICAL REBAR � ° °a ° TIE VERTICAL REBAR Lu a (1) 45 VERT. DOWEL_ ° ° a ° TO HORZATIONAL d ° ° TO WORIZATIONAL a ° 4 a LAPPED WV BOND BEAM a. < RESAR W/ 10' HOOK ° a. < RESAR WV 10' HOOK Q e . 1= 1 -STORY ^-1 (t) �5 REBAR AT GOIIdEteb oo L4' 8' 4' (2) O5 REBAR ON C:HAIR6 W/ 25' LAP MIN. u 2 -STORY 4 4a $ ° ' _4. (3) db RESAIR ON C 14AIR6 4 .a°.. ;°4.°. �y ',._ UU HORIZONTAL/ VERTICAL 4" ° 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TVP. REBAR LAP W BLOCK WALL T-2M��CING FF BEARING CHANGE 11 6CALF.1'•1'.0' G LINTEL CORNERS A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FOUNDATION DETAILS ARCHITECT - STATE OF FLORIDA JUN 2 7 I DAIAM 6/27/181 SPALE: 1/4"=1' - 0" SHEET 5 Aor 9 �'I'I'll'II \OODODDODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FOUNDATION DETAILS ARCHITECT - STATE OF FLORIDA JUN 2 7 I DAIAM 6/27/181 SPALE: 1/4"=1' - 0" SHEET 5 Aor 9 ■ 25'-m" 25' -S" 1 ■ N ■ I ■ � N N In ■ N 1 (P ■ N 1 N m ■ 0 1 1 ■ m `� ■ N ■ m ■ I 8 1 `r • N I I 1 1 1 N N ■ ' N L1 - 8 " ■ \t f� ■ ■ I ■ ■ N ■ DOWEL P SCALE: 1/4 . 1'-0' A R C H IT E C TS GrDes'ionou��. FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDiv. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: DOWEL PLAN ARCHITECT $TATE OF FORDA JUN 2 7 201"/ DAft: 6/27/18 SCALE: 1/4"=1'-0"' SHEET 5BOF 9 \DOOOOOOODJ SUBDiv. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: DOWEL PLAN ARCHITECT $TATE OF FORDA JUN 2 7 201"/ DAft: 6/27/18 SCALE: 1/4"=1'-0"' SHEET 5BOF 9 Now_ 1 (2) 25 -SH ANAI 4' CLC GREAT ROOM I I I I J II I FOYER - - _ 9'-4' CLC. - - MR. v-8' CLC. 1017 L -2B I ENTRY L_2 1 9'-4' CLC. L -2A DINETTE F1 X 1 I1 ,°_111 I 1 � o q I 0 I1 _ I I KITCHEN 9'-4' CLC• I I I 1I _4 .__L STUDY 9'-4' CLG. 2 CAR GARAGE 9'-4' CLC. ai A C'V II II II II S'-8' CLCD• 1. A 16'-0' X 1'-0' 0ww wv L-1 LINTEL PLAN SCALE: 1/4 = 1'-0' GENERAL NOTES: L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION C201�), SECTIONS 8402.2 a 8606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201�J, SECTIONS 19012 4 2101. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2, CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 PAYS: 2.1.1. PRE -CAST UJ/STANDARD REINFORCEMENT -4000 PSI 2.12, PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM 0416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8" TO II' SLUMP. 22.REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM 4416 l -WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 25. CONCRETING OPERATIONS SHALL GOMPLT- WITH AGI STANDARDS, 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08- 3.2. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 33.MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION C201�), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL. 5TH EDITION (2014). SECTION 2104.1.5 EXTERIOR MASONRY WALL BR3. HEIGHTS 8'-8' Bl w.• 9'-4' BiaCx. LOAD 13%. WALL NON -BRC. WALL TABLE No 11 SAFE WORKING LATERAL LOADS (PI F) 8" x 8" LINiEI.S LINTEL SAFE LATERAL LOADS (PLF) Total- Length Type Precast -- 9x8 PLAN -1998 1168 844 - _l 638 8'x6( SOLID 3%4 - - 2316 1614 f 1266 7-10' 3'-b' Precae! 4'-0' Precast 4'-6' Precast 4-S' _. Recast 586 _..1163 1355 5'•4' 5'-10' precast Precast 666 543_-. 634 1105 1364 6'•4' precast 6'-6' Precast 612 518 1265 1211 6'-8' Precast LINTEL SAFE LATERAL LOADS (PLF) B' DOOR V DOOR -- HEADER HEADER PLAIN SOLID 1112 2011 Total Length Type Precast 4'4' Precast Precast Precast 950 861 -� -- lab 1611 4'-2' 4'-4' 1521 - 4'-8' 5'-9' 6'-6' Precast 659 1165 Illi 564 Precast Precast 650 504 411 181 FF11r,.wat 356 286 664 Precast ast 535 I..". Precast_ Precast Precast Precast 446 - 425 381 354 -` 938 COMMENTS l' -e' B'-0' 8'-4' 9'4 894 814 145 Precast .._ .. 211 .... 583 453 620 549 504 404 04 Precast _ Precast Recast IV 198 164 11'-4' 121-0' 0'-6' Precast 143 13'•4' 14'-0' Precast - 116 Precast _+ 99 _--.-391 14-8' W-4' Prestressed Prestressed NA 341 NA. 302 213 Il' -4' Prestressed NA ?9'-4' ...Prestressed i'-6' -... NA 116 159 -1311 10'-0' Prestressed NA 21'-4' 22'-4' Prestressed Prestressed - NA. NA. 170 24'-0' NR . Not Prestressed Recommalded NA._ - ..._ LOTTS TT CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE `J'-4' BRC. 1 -IT. COMMENTS L -1 li' -4' 8/28-8-C lx,l/(1JL PRESTRESSED L-2 4'-8' 8/14-5-(1x,1/COX RECESSED L -2A 9'-4' 8/12-8-0x.1/0)1.. IN FIELD) L-25 4'-0' 8/16-840UKO)L 'vQ ' •' L-3 � •: ' : TOP BARS: L -3A 4'-6' 8" X 20" COMPOSITE ; .•� L-4 i'-8' 8/16-8-(lxa/llx_ LINTEL L-5 i'-6' 8/16-8-Clxa/ClX_ GRAVITY L-6 4'-6' 8/16-S-Cix,l/(0)1. f t, U) :. (n w N� L 1 1) 95/(0) 95 8/6-5-0)0/(0) 9 NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY (2) STRANDS 7/16"-- 7 /16"-- 7 "RE STRESS RELIEVED N. MIN M(N. MIN. 270k*1 PRESTRESSED CABLE 1'1' 1' 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED 32' 1) #5 CONTINUOUS (1) #5 CONTINUOUS �3 3j 8'X18' KNOCKOUT BLOCK SAFE WORKING LOADS (PLF) 3 8'X16' KNOCKOUT BLOCK "s' •� • t1--3000 PSI GROUT -"' • • • 3000 PSI .• ;PLACED IN FIELD) (I CAPACITY r`• : CED INFIELD) 'vQ ' •' TOP BARS � •: ' : TOP BARS: ea SEE SCHEDULE 8" X 20" COMPOSITE ; .•� SEE SCHEDULE •' • (1) 05 CONTINUOUS LINTEL i f •• ~ I , (1) #5 CONTINUOUS LINTEL STEEL GRAVITY SAFE WORKING LOADS (PI.F) f RRUPS T 4'-0' x SPAN r o,-7/32' STIRRUPS T 4'-0' cc dill yn ' (TIED"ORnWELDED) dft 40 '� CAPACITY WELDED) r BOTTOM BAR BAR BAR BOTTOM BARS (U5U SEE SCHEDULE (PRECAST) - -. 7�.... SEE SCHEDULE /ons-c�sarecs-nt (2) STRANDS 7/16"-- 7 /16"-- 7 "RE STRESS RELIEVED N. MIN M(N. MIN. 270k*1 PRESTRESSED CABLE 1'1' 1' 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED 32' 0'-b' 1 IL-2' 1 PRECAST 1 (2) 1 (2) 3 1 211 1 498 1 498 1 251 14-' 0'' 1�Ull!" F'FtE9TRE$$ED (2)5_. (2)3 _..._N.R N.R- NOT RECOMMENDED TABLENO. 7 TABLE NO.._3 IABLEJ1EQ_1 SAFE WORKING LOADS (PLF) � 8" X 6" LINiELS REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL TYPELINTEL $TEFL 'ITY TA61F No 7 - LINTEL ENGTH SPAN - (I CAPACITY SAFE SAFE. WORKING LOADS (PLP) RF INFORCING SCHEDULE & LOAD CAPACI TIES 8" X 8" X 20" COMPOSITE RFINFORCING SCHEDULE. & LOAD CAPACITIES LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY SAFE WORKING LOADS (PI.F) LENGTH SPAN-'BO?TGM SPAN ----"T-Op CAPACITY SAFE WORKING LOAUS (PI F) CAPACITY CAPACITY BAR BAR (0)51. (I)5U (175L (U5U 8" z 8" LINTELS !U5L (2)5U -. 7�.... - CAST 2 - _ (2) .. 7 8" X 16' COMPOSITE LNTELS _. - -. 2'-2' PRECAST_.. (2) 2 (2)7 (2)1 1000® 10000 -...100'00 - 10000 4 -0' _!2) 7 LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT (I)7-- LINTEL CLEAR LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN _ 3198 ---- -- 1838 CAPACITY CAPACITY CAPACITY CAPACITY _..-(2)3 LENGTH $PAN 100-_- 00 -- 1051 GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY ...... p) 7 -...5016 6231 BOTTOM BAR TOP BAR (0791. (1150 1051. (17511 (1151. 11750 (1151. (2750 - (7) 7 6152 _.....8109 6152 _...... 3861 BOTTOM BAR TOP BAR CAPACITY (1151. (01511 (L -5L. (V5U 1751. (1.511 (1751. (11511 "' 2'-10 __. _. __'b -... .._ CAST __- 2) -2 7 1000A 0000 -.....I IE90m (2)7..__ 7_10' I'•6' PRECAST., !1.7 _(2) -2 4245 1809 8529._._ 100'90 3._6, Y•1' PRECAST . (2)7 (2)7 5931 1000® 10'000 __ 10000 4099 3'•6' 2'-2' PRECAST (2) 7 0) - 7415 3831 3831 4815 4815 ' _. 2'•8' PR -COAST _ ..-- (2) 7 (2) 7 __ 4761 10000 8139 10000 3420 4 0' 2'-8' .__...... PRECAST .- (2)-2 �. (2) -2 _. _ __. 1183 2111 .. 2111 _-... 3386 2734 4'•6' 3'-7' ___.._. PRECAST (2)7 (217 _.. ,..,._.3211 _ 9161 ._... __ ._ 659I _ 10000 _ 1233 2289 3'•2' PRECAST (2)7 _ (2)7 1343 2165 7165 2608 ,__3386 2608 4'-B',_.- 3'-4' PICAS (2)7 � (2)7 2944 8414 6049 10000 1828 A- 3.4' PRECAST (2) 7 (2) 7 _ 1232 2011 _....__. 2011 2421 . , .-. 2421 5-4 - 4'-0_'_ - PI�GA6T _ . (2) 3 (11041 -� 4873 - 4421 1414 14 0' _.. 5'-4* 4 -0' PRECAST ... 1213 _..._ (2).2. __.. 1006 1651 1651 1810 ...__. _. 1881_(7) 5-10' 4-6' PRECAST C1)3 ...-. (2)7- 3923 5015 5 _..._015 3600. .__ 430 5430 5 14-0' _ PRE5TR9266ED 4.6' .._ PRECAST -,. (2) 3 (2) 7 ..... _ 860 ..... 1423 _ 1423 1410 1609..._ 6 6' ..51-i; PRECAST •4 (2).2 _ (I) 7 - _4115 3934 4115 __. 3934 2982 1810 4411 4151 PRESTRESSED_ 6 4 5'•0' --5'-Y- PRECAST (21.4 _.... _ /1) 7 140 1183 _ ..... OB3 _ _ 1216 1405 _._...•_ b B' 1173 PRECAST _ (2).4 .. (2)�Z 311 -��- 315 ,- .._. 2653 3919_ (2) 5 61-61 851 PRECAST (2).4 1277 110 1232 1731 1145 1348 _., 1•b' _-.6_4' b'•7' _.. 191 (1)!4 1717 1911 7917- - 2030----3060 11) 5 V-8' 5'-4' .. PRECAST (21.4 (2) 7 _- 682 1184 1184 1081 1295 1'•8'21%_ _... b=4'_ _PRECAST PRECAST _.... ._._(2)•4 (21� 2l%.._._ - 1931 ,2931-_- l-6'_,-6�-T _ . - PRECAST __..... --' (117 - - ---- - 510 991 - 991 .--- 1082 _8'•m' b' -B' PRECAST (27!4 (1.7 2581 1581 1154 2101 6'-4' PRECAST _(2)-4 121"4 (2) -2 _ 551 959 959 ,875 184 1041 _.. B'•4" _ 1'-0' PRECAST._.. --__(7)-4 171.... 2396 1396_._ 1600 _..,...2_',.•'06..__ ..- .._._ PRECAST ___.... (1..4 (2) 7 518 W2..__ 902 ....-. W4 9'-4' 8'-0' PRECAST . (2)'4 (2) 7 I%9 I%9 _173_8 2059 8'-4' 1'-0' PRECAST !2)-4 (2)-2 _._ _ _... AM Q?I..__._ 851 _la_ 921 �'-6'___ 9'-2' Pf8CA9T (2)'4 (2)7 1621.._- 1611 941 ._ _ - 1695 (2)-2 9'•4' B'-0' _ _.. PRECAST !2)''t... (7)7 ... . ... 416 _ 126_.._. 126 -646 _-499 190 11.4' 101-01 PRECAST (2)-5 (�) 1455 1455 195 1504 12'-0' 10.8' PFCABi (215 (2)3 -_. _._ 1335__,_„ 1335 691-, 1319 ......__ 4111 10'•6' 9'-2' PRECAST (2)•4 (1.7 - 354 bIB_ .,, bIB -380 613 -� 0'-6' _ 117' -E pRECAbT (2)5 fu.q 1251 1251_ . 634 _ 1298 3038 II'•4' 0'-0' _._PF'ECABT (215 _ _ (L 3 ... 315 561 _ _ _ 561 311 ..... _ 601 13'.4' 11'-0' _.._,PRECAST (2)5..... (2)3 1144__. 1144 _545 109 0'-b' 1 IL-2' 1 PRECAST 1 (2) 1 (2) 3 1 211 1 498 1 498 1 251 14-' 0'' 1�Ull!" F'FtE9TRE$$ED (2)5_. (2)3 _..._N.R N.R- NOT RECOMMENDED 1 TABLENO. 7 TABLE NO.._3 SAFE WORKING LOADS (PLF) � 8" X 6" LINiELS REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL TYPELINTEL $TEFL 'ITY LINTEL ENGTH SPAN GRA BOTTOM BAR TOP BAR CAPACITY J (0CA h ACIGRAITIr 1 (1CAPAICCIT fl) -5L (I CAPACITY SAFE SAFE. WORKING LOADS (PLP) 8" X 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN-'BO?TGM SPAN ----"T-Op CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (0)51. (I)5U (175L (U5U (U5L (9% !U5L (2)5U -. 7�.... - CAST 2 - _ (2) .. 7 _..- --1646 10000 __... .- _. - -. 2'-2' PRECAST_.. (2) 2 (2)7 (2)1 1000® 10000 -...100'00 - 10000 4 -0' _!2) 7 (2) -2 -. _. (7) 02 .... _. 10000 10000 10000 . 4.6' 3'1' PRECAST � (I)7-- ._ .. (1)7 - 4142 414200 100 8541 10000 4'•0' 3'-4' F'�CAST _ (717 (1) n- _ 3198 1 0000 -- 1838 10000 5-4' 4'-0' PRECAST _..-(2)3 (7)-2 6239 100-_- 00 5138 1051 5..10'....... 4'-b' PRECAST (2) 3 ...... p) 7 -...5016 6231 4661 _10000 9144 _ 6'-4' F-0'PRECA6T _...... (2)-4 - (7) 7 6152 _.....8109 6152 _...... 3861 -.__. 4154 6'-6' 5-2' FE645T (2)'4 (2)7 , 6250 6250 3645 6595 _604_ . 6.8'._.._5 4'-- GA97_. (I)-4 (2)7..__ 5816._. 5816_.__.-. 341 -'- 4231 I-6' b •2' - PKC49T4312 -- '. ....(2)02 4312 2636 4509 1'•B' 6 4' PRECAST (21_•4 2_ _-_ 4099 _....9938 1508 --_ 4287 _ B •0' e-8' PRECAST (7)-4 (7)7 3130 3130 2116 3889 V-4' 1 -0' PRECAST O -4 I 3670 3420 1018 3561 _ 9 4' ___ 8-0' - PRECABT (2)04 - ._ r 2134 �_-2211 2734 _... 1610 _- 7838 ,._ 3858 9-T PRECAST .-_ (2)-4 . (2)7 0) 02 2931 _ 1233 2289 II' -4' 10-0' PRECAST _.._ (2)5 (2)3 1954 _2111..._..._ .,-1954 _ 1031 _ 2009 IT -0- 10-8' PFE G46T (7) S -- 7 3 l 119 Ill 9 910 1828 1191 11 6' II v PRECAST (2) 3 1661 1661 - _ 828 1101 13 4 12 0' PRECAST (1)5 (1)9 _ 1501 1501 113 1414 14 0' 12'-8' PRECAST (2) 5 - - O 3 _ 1399 1399 _ -- 636 13.23 47i'_ 13.4' PFIE5TFE65ED O 4 1 O 7 2 1893 Wei 89 581 II 1 3 B 4 14-0' _ PRE5TR9266ED (2) 4 (2)7 114 2 _ _ 1124 536 1058 11 4 16--W _ PRE6TFM$SED (1)4 1717 1330 -, 1330 _ 4(1 824 -_ IS4 - _ 18.0' PRESTRESSED_ (1) S _ 721-3 - 1053 1053- _ 312 659 - - - 20-0_' 18.8' F'FE$TRE59ED (2)5 1173 919 _ 1719.-_ 311 615 1 -4' 10 -0'_ PRESTRESSED (2) 5 ._ 851 _919_ 852 l 2 3 338 22.0' 1 2014 PRESTRESSED (2) 5 (2) 9 .. 191 _.. 191 25i }1J 14.0_. 11 PRESTRESSED 11) 5 _...... (1)3 874 824 - 1 TABLENO. 7 !ABLE No 4 SAFE WORKING LOADS (PLF) � 8" X 6" LINiELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL TYPELINTEL $TEFL 'ITY LINTEL ENGTH SPAN GRA BOTTOM BAR TOP BAR CAPACITY J (0CA h ACIGRAITIr 1 (1CAPAICCIT fl) -5L (I CAPACITY SAFE WORKING LOADS (PLF) WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPELINTEL LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN ------- _.-.. __ CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR BOTTOM BAR TOP BAR (0)5L (I)SU (AL MSU (I)SL (1150 (95L (715U 2 761 --. P-6' PRE( T - - (2) 7 -.._, 10000 __... 10000 10000_........__ - -. 3'-6' 7'•2' PRECAST (2) 7 (2)1 9361 10000 10000 -.. - 10000 4 -0' _!2) 7 PRECAST (2) 7 (2).2 6139 10000 10000 10000 4.6' 3'-2' PRECAST M!2 - (2)7 5014 10000 loom 10000 4 8' _.- 3'-4' PRECAST -.. _ (1) 7 ._ - (2l 7 4653 10000 %29 .-.._ 10000... 5'-4' 4'-0' PRECAST (2).3 (2) 12 ...__ 1658 10000 1051 10000 5 10'4'•6' 4'-6' PRECAST.... (1)5_._. _.. _-(2)7 6231 10000 .__ 5136 10000 _ b'-4' S'•0'_._. PRECAST (2) -4 (2) 7 -.. 9101 ... 10000 -.__. 4154 9450___ 6'-0' _5'-1' PRECAST _ (2)-4 (2) -2 ..... 8509 10000 4481 BeD - _ b-8' 5'•4' _. PRECAST -'- (1)-4 _ (7)7 8114 9481 -'- 4231 - 8420 l -b'_,,... 6'-1' CAST_._-. (2)-4 ....(2)02 - 6235 ....__._.6416 9%1 - .._3742 6411 1-B' 6 4' ,_ PRECAST (2)04_..,_ _. . (2)Q _....9938 6024 3085...... 6163 8'-0' 6.4. _i PRECAST _ .. (2)'4 ( -- 2J� _._ 5361 - 9361 _........ 2803 _.._ B•81 "i PIFECAST (I) -4 (2) 7 48_37 4831 2551 5030 9.4' B'-0' PRECAST (2) ed (2> 7 _ 3126 3176 1982 3858 _.10-b' 9'-1' PRECAST (2)!4_ 0) 02 2931 2931 1520 -� 3025 4 10 0' _PRECAST PRECAS T - - (7> 5 1) 3 25 3 5 2 553 113 2604 12 0' le B' PRECAST (1)5 _._ _ (1)3 2305 1305 1336 1191 11 6' II v PRECAST _... _(2)5 (2)3 -- 2141 1141 _ _1113 1021 2099_ 134' 110' PRECAST (2)5(1)3 -- (275 1916.__ 1916 BBI 1811 14'.0' 12 -6', PRECAST (2) 05 (2)3 111$ 1118 181 1635. 8 !4'-V 13 -4' PRE$TRE85ED (2104 _ ) 1345 _ 2345 653 12833 15'-4' 14 0 PREB1116I (1)-4 (2)7 _ 2136 7%3 5% 1119 11 4' W 0' PRESTRE68ED (7)04 (277 ._ 1650_ .__ 1650 516 SIB...__ 11 _ (2)5 $TRE88ED, 1275 _., (2)3 __ 1310 --,,, ,1310 _._464........ 311 135 20'-0° I6'•B' P�BTRE$8ED (1.9 (2)3 _ 1719.-_ 019 „ 341 6 21-a' 70-0' _ PREB*RE98ED (1>5 (2)3._.-,..__ _ 7 _106Y 338 .601_ 22'-0' __. 70'-B' PRESTRESSED_- _ (21J, (173..._ 2 1222 }1J _24.0' 27'•8' PRESTRESSED(2)5 (2)5 _...... (1)3 874 824 ___ 139 413 1 TABLENO. 7 TAQLE No. 5 SAFE WORKING LOADS (PLF) � 8" X 6" LINiELS RFINf ORCING SCHEDULE & I.OAD CAPACITIES LINTEL TYPELINTEL $TEFL 'ITY LINTEL ENGTH SPAN GRA BOTTOM BAR TOP BAR CAPACITY J (0CA h ACIGRAITIr 1 (1CAPAICCIT fl) -5L (I CAPACITY SAFE WORKING LOADS (PLF) WORKING LOADS (PLF) 8" X 28" COMPOSITL LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN -. .. .. _.-.. CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR BOTTOM BAR TOP BAR (0)5L 11750 W% (17511 (U5L (1750 0)5L (2)5U PREG T - _ (1) 10000 (1.7 ._ 10000_.. X000 - -. 3, 6',_. 2.2'PRECAST._, -FV- __._.12).2. !2) 7 _ (2) 7 _..._ 10000 ,,. _. _. 10000 IOODO_ 1000 4 -0' _!2) 7 PRECAST (2) 7 (2) 7 10000 10000 10000 .....,_PRECAST 4--1- 3-2' PRECAST (2)7 (2)12-, .,1916 6001 10000 .-. 10000 -1000 10001 4--b- 3 -4' PRECAST (2) -2 (2) 7 .__ 5509 10000 10" 1000 5.4' 4.0' PRECAST (2) 3 (2) 7 Wil 10000 830 1000 5 10'4'•6' (2) 03 PRECAST _ _ (1)3f1/ 10000 _ _ _ 1301 10'00'0 _ 6806 10001 V-4- -. 5'-0' PRECAST -..... (2)'4 -._.. _. (2) 7 10'00'0 100'00 5641 - 10000 6 6' S •2' PRECAST (2)04 (2) 7 10000 10000 5310 5 -4' .. _.-... PRECAST 5'-4' PFECA87(2)04 - (7)-2 _-%38 10000 5021 1000_0_ 1 6' -_ (2)-4 PRECAST (2).4 (2).-2 1408 9%1 _3648 _.1693 1-B' __±-2" PRECAST !2)-4 10000 .... 1054 �- 9168 3662 ._.- 1326 8'-0' _b-4' b'•B'_ PRECAST (2)-4 (21'2 64M 1891 3328 6661 8 -4' l'•0' PRECAST (2) -4 (2) 12 -_ .-_ 5864 6933 3031 6091 9 4' 8-0' _. PRECAST _. .72)-4 (7)7 _.4561. 5501 _ T-2' I0 b' 9 •T PRECAST (2) 4 (2) 7 3516 3644 3844 01 1001 _ 36366a 30% II' -4' 10'•0'_. PRECAST _ (2) .5 (2)3 - _ 3290 ._ 3290 1521 � 3098 12--0'__ 10'-8' PRECAST (2) 15 ) 7938 _ 1938 1336 2133 11.6'II'•2'__ __......_f215 _ PRECAST- , (2)S (2)S _ 2118 _ 3116 1217 2499 PRECAST 1T-0' __-..._ (2) 3 _ - (2)5 _... -- (275 2416 2416 ._ 1049 2168 _I4'-0' 1215 _PRECAST PFIEC_AST _ (2) 5 (2) -3 _ 2216 _ _ 2216 _931_ _ 1941 _ I4' -B' B'-4' _ PRE9TIiE$BED (2)-4 7_).:/_ i8ll_ 2811 - 776 _ 1431 15'•4' 14-0' EgSTRE85ED (2)-4-...,,, (1 7 _. 2616 1616 663 1311 1l'•4' 16-0' PRf6TRE88ED._„-.. (2)-4 (2)7 1023 2023 516 1022 11 _ (2)5 PFff$TRE$BED (2) 5 _... (2)-3. _.. _ 1601 1601 _413 .. _ BIS 20'.0'_. IB B' PRESTSTRE55ED. (1) 5 (213-- 188 _ _.. 21.4' 200'PRESTREB6ED(2)5 _..... 1413g_-22 (Z)!3 714tW-_.163 1365 338 6622'-0' MS $BED 20 B' PIRE SBEO !2) 5 _.._ (1 __. 2 1222 }1J 72'8'STRESbED 24'-0' 22 B PRESTRESSED (2)5 (2)3 274 1014 - 266 1 TABLENO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) � 8" X 6" LINiELS REINFORCING (LEAR LINTEL TYPELINTEL $TEFL 'ITY LINTEL ENGTH SPAN GRA BOTTOM BAR TOP BAR CAPACITY J (0CA h ACIGRAITIr 1 (1CAPAICCIT fl) -5L (I CAPACITY 1 14'-0' 0'•8' PR'EGA6T >_. (7)5 ...(116_ .__._.160 161 �I09..__. _ 151 -- 'TABLE Ng, -9- TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE: WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEEL LW;LLED GRAVITY GRAVITY UPLIFT UPLIFT LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH $PAN - GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (1)5L (0)5U (U5L (AU (1751. MSU (U5L (2)5U BOTTOM BAR TOP BAR (0)SL (11511 (1751. (9% (175L (95U (1151. (2)SU 3'•8 fi, C T _ _(2)7 702... 360i�_ 9E__..._. 9 ....._,...._2234 4'•0' 2.8' PRECAST (1)2 (1) 7 -.-._ 1131 _ 1425 - _. 1425 1863 1863 4 0 T•8' PRECAST ii-) _-2 (2) 7 3651., 10000 __. 1440 10000 (2)3,_ .. 39' 8/20-S-(1) 95/(1) 4fi5 8/24-S-0) #5/(1) #5 $,/16-S-(1) 95/(1) #5 ezyl 32' A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SLE No. 6 � REINFORCING SCHEDULE & I.OAD CAPACITIES SAFE. WORKING LOADS (PLF) 8'_ X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH $PAN-------- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L (DSU (1751. (I, 51 (1051. (IP5U (V5L (2750 7'-10 I•b PREG T - _ (1) 10000 10000 3 6 2'-2' PR-cCAST.,_ 1217 - __._.12).2. __ 10000 -- ,._10000..,_ 10000 .-_,.__10000 4 -0 2'•B' \000000000 _!2) 7 (2) 12 9213 10000.__ 10000 10000- 4-b' __3'-2' .....,_PRECAST PRECAST ._ _ 1217 _._. (2) -2 _ 6940 1000® 10000 _. 10000 B 3.4' CAST (1)7 (2)-2 6364 -..- 10000_-. 10000 4 .... _ 4.0' PRECAST _ (2).3 (2) 7 ._, 10000 10000 %19 '-10 4'.6' . PRECAST (2) 03 (2) 12 8543 � 10000 1816 _10000 10000 -0' PRECAST (2)04 (2) 12 10000 10000 On _ 10000 6'•b' 5'•2'__ PRECAST (2)-4 (21 n 10000.. 655 __10000 5 -4' .. _.-... PRECAST (2) •4-,-., (2) 7 10000 -10000 10000 5811 10000 l -b' 6'-1 PRECAST _ -_ (2)-4 (2)7 _._.85BI 10000 - ... 4455 8916 . l -8' _ b •4' _ PREGA9T (2) ed ._.-. (71 7 ....___ _ _ 81V 10000 4240 -.-.. - 8491_,__ 8'•0'-. C-8' PRECAST (2)14 (2) -2 1436-.- 10000 3853 1121 B 4' 1'-0' . PRECAST _- .. !2>W (I)7 -. 6194 ._ 3516 1060 __9 4 8'-0' PRECAST (2)-4„_--, (1.4 _...._10000 5193 6983 2121 5501 10-6' T-2' PRECAST _ (2)04 (7)!2 4086 5043 _ 2094 4248 10'-0'_,. PRECAST (2)5 - !2)9 _--_ _ 4221 4221 ._._. 1163 -_ 3593 0'-B' PRECAST _ 215 713 - _ _ 319 - _ 3119 549 -- 3110 12'-6' _ ... PRECAST __......_f215 (2) 3412 34(2-._._ -.1411 2899 13'•4' II -0 _._._ PRECAST (2) 5, _._ __-..._ (2) 3 1998 2998 ._ _.. 2916 14-0'__ _T-4 PRECAST 1215 (2)3, _ - 3131 _. _. _.1718 1088 .-. W'-0' B'•4' PRE$TRE58ED (2) �4 _.. _ (1 3231 _2131- 3731 149 _2260 1464 - 14'•0' PRESTRESSED (2) 04 21_,7... -_ 2945 .7945 683 1355 I1'-4 16'•0'-_ ._ _PRESTRESSED (2) 12 _._2180 "-..2280 $32 _..1055 V-4'' _ IB' -0' PFEBTRE88ED _ (2)5 .,12)9. 1813 1813----426 844__.,_,_ 20 IB' -B' . PRESTRESSED _- (�-1 08 1688 .._.._..._391 188 21'-4' 70'•0' PIiESTRE$9ED 1 _..... 1413g_-22 0 20'.-8 MS $BED ( 1 I BPL 2 64974 0 72'8'STRESbED ( 1141 274 944 TABLE NQ. 5__ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH $PAN ..- ---.__._.... CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L (1)511 (USL (1750 (105L (U5U (05L (2)511 7'•10' I'•6 G- T V000 2'-2' 5014 -.,.._10000 10000 -..-10000 4'-0' 2'-8' -- PRECAST (2)7 (2)-2 3651 10000 1440 10000 11.11 3 2' PICECA6T !2)7 (2)7-7141, 1071- 5612 8226 4-1.3.4' CABs _- (2)-2 - - (2)7 2519 6231 _ 550 PRECAST_ ...... ..... -(1)-3 (2) 02 ......__ 4111 -.. 4411..-_ 3169 _1216 4830 5.10 4'•6' , - PRECAST (1) 3 (2).2 3344 3564 30b5 3865 6 4 5'-0' PRECAST -. (2) -4 (2).2 3036 3038 2539 3219 5 -7' PRECAST _(2) •4 1081 1881 7393 _ 3048 PRECAST (1)!4 (2).2 7759 7895 - _ 7-b' 6'•2' PRECAST (2)-4 (1)12 2193 1193 1129 2309 1 -8' b'-4' _CAST (2) •4 .._.. 2108 _ IIOB 1645 - 1119 b'-8' PRECAST__._. _ (2)4 (112.____.. 1%1 1951-_ 1494 _.... I058 8.4' 1.0__ PRECAST -(1).".4_ 1825 518 .._... -0 PIECA$T __ eV -4 ......_ ._. (1)7 - ._.1825 1511 __.. 1511 ...,_..1363 1054__._. 1591 10 4, 9 -2' PRECAST (2) -4 (2) 7 - 065 1265 wl _ 1314 II' -4' 10'_ 0' PRECAST (2) 15 1138 -f1041 1138 618 --- 1181 0'-0' 10'-8' PWCAST (2) W, (7)03 1041 _ 594 1081 11'-2' PRECAST-_-_,__..._ (7)5 .._ O!9 gas ._..._ _.......988. 541 1025-...._..._ 1314111'.0'.. PRECAST (7)_5_ M-3 901 901 465 935 14 0 -- 0'-8' .. PRECAST . � (2) 5 (7) 3 _ _-_ 841 _..... _-..842 414 _ 658-_-_ 14'-0' 0'•8' PR'EGA6T >_. (7)5 ...(116_ .__._.160 161 �I09..__. _ 151 -- 'TABLE Ng, -9- TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE: WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEEL LW;LLED GRAVITY GRAVITY UPLIFT UPLIFT LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH $PAN - GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (1)5L (0)5U (U5L (AU (1751. MSU (U5L (2)5U BOTTOM BAR TOP BAR (0)SL (11511 (1751. (9% (175L (95U (1151. (2)SU 3'•8 fi, C T _ _(2)7 702... 360i�_ 9E__..._. 9 ....._,...._2234 4'•0' 2.8' PRECAST (1)2 (1) 7 -.-._ 1131 _ 1425 - _. 1425 1863 1863 4 0 T•8' PRECAST ii-) _-2 (2) 7 3651., 10000 __. 1440 10000 (2)3,_ .. 39' 8/20-S-(1) 95/(1) 4fi5 8/24-S-0) #5/(1) #5 $,/16-S-(1) 95/(1) #5 ezyl 32' A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIV. do LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT= STATE OF FLORIDA JUN 2 7 DA E: ./2'7/18 S ALE: 1/4"=1'-0" 9 SHEET [5C OF A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA TE:"`., 6/27/18 OCALE: 1/4"=1'-0" SHEET 5 D OF 9 11111111111 SUHDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA TE:"`., 6/27/18 OCALE: 1/4"=1'-0" SHEET 5 D OF 9 QUALITY PRECAST COMPANY L7�� STRONG' ON SERVICE P,O. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE `J'-4" 5RG. HT. COMMENTS L-1 1i'-4' 8/28-8-MUKIA- PRESTRrESSED L-2 4'-8' 8/14-5-(I)U/l0X RECESSED L -2A 9'-4' 8/12-5-(lW(UL A T L-25 4'-0' 8/116-S-11x,1/COX GRAVITY L-3 4'-6' 8/16-8-(1JU/C0)L 10000 L -3A 4'-6' 8/16-8-(lX,l/l0X CAPACITY L-4 i'-8' 8/16-541WML 10000 L-5 'i'-6' 8/16-8-OW(UL (0)#5L (1)#5U L-6 4'-6' 8/16-8-Clx,l/(0X 10000 EXTERIOR MASONRY WALL BR s. HEICsHTS 5R3. V-4' BRCS. LOAD 51;rs. WALL NON -BRCS. WALL *1 LINTEL PLAN SCALE: 1/4 a 1'-0' TETTE ( 10 I I I I I I I I I II I _74-- I STUDY 9'-4' G.G. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING REINFORCING SCHEDULE & LOAD CAPACITIES LINTELS GRAVITY CAPACITY (1)#5L (1)#5 DETA IUY UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L (1) DETAII'H' 8.' 'J' ' 1 - 10000 PRECAST LINTEL LENGTH CLEAR SPAN l' 6" SAFE WORKING LINTEL TYPE LOADS LINTEL STEEL TOP (PLF) 8" X 32" COMPOSITE LINTEL STEEL LINTELS GRAVITY 12'-0" A T -UPLIFT LINTEL CLEAR GRAVITY -__ -_ UPLIFT LENGTH SPAN 10000 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 10000 10000 10000 4'_8' 4'-8" 5' -4" 3'-2" (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U 10000 9863 10000 S-4" PRECAST _ DETAIL'U' DETAIL'V' (1)#5L (1)#5U DETAIL'W' 4'-0" PRECAST (2) No. 3 (2) No. 3 _ 52.1.1_. -_`9053 7320 5'-10"_ DETAIL'U' &'V' 2 10 Y-6" 2'-2" PRECAST j2� 04.5 WIRE 2 No. 3 10000 10000 10000 10000 _10000 10000 3'-6" PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) N9.3 2 No. 3 10000 10000 10000 10000 _. 4'-0" 7-8" PRECAST 10000 1.0000 3'-2'_ .PRECAST PRECAST (2) D4.5 WIRE (2) 54.5 WIRE (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 10000 10000 10000 _ 4'-8" 3'4" (2) No._3 _ 2 No. 3 9576 7009 10000 1_00_00_ 5'-4" 4'-0" ._ PRECAST 10000 4'.0" PRECAST _ (2) No. 3 10000 5'-10"4'-6" (2) D4.5 WIRE No. 121 3 10000 PRECAST __ ...._ ...IR (2) D4.5 WIRE (2) 04.5 WIRE 10000 --10000......_ 9263 6'-6" 5-2' _ (21No. 4 4LNo. 4 ,. _ _--.5700 7924 10000 _ 7-6" 6-2" PRECAST _ 5748 T 1.0000_ _ 6723 1.0.0.00_ T 7-8"6'_4'_ PRECAST 9564 PRECAST (2) D4.5 WIRE 2 No. 4 5473 (2) D4.5 WIRE _ 10000 PRECAST PRECAST PRECAST _- _ (2) D4.5 WIRE (2) 54.5 WIRE 8706 ___6402,.,- _ 5824 _ 8'-0" 6'-8" 2 No. 4 4978 10000 10000_ 8'4" 7'-0" 2 No. 4 4546 3536 7957 6205 5320 9'-4" 8' 0" (2) D4.5 WIRE 2 No. 4 4141 7410 ----- 9'-2" PRECAST - (2) D4.5 WIRE (2) No, 2725 3615 4798.__ 53_48 -- ---. .._ _ ... _. 3194 5322. 4424 11'-4" 10'-0" PRECAST - _ (2) No. 3 _ .4 2 No. 5 2699 2379 - 12'-0" 10'-8"PRECAST (2) No. 3 --- 2 No. 5 3191 _ 3670 3894 12'-6" - 11'-2 -PRECAST (2) No. 3 (2) No. 5 2919 2535 3369 2961 2174 3572 . 3137 13'-4" 12'-0" PRECAST (2) No. 3 - .. 2 No. 5 1884 14'-0' 12'-8" PRECAST PRESTRESSED (2) No.3 (2) No. 3 12LNo.5 (2) 7/16 strand + 2278 3326 2698 - _ - -1691 2856 2919 14'-8" 134" 3326 1829 5'-4" . PRECAST (2) D4.5 WIRE 2 No. 4 606 1097 -- 6'-8" ___..._ 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 (2) D4.5 WIRE (2) No.4 498 863- (2). No. 4 2346 2210 174" 16-0" PRESTRESSED ---. (2) No. 3 -.... (2) 7/16 strand + 2346 1290 PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 PRESTRESSED 537 (2) 7/16 strand + 1865 (2) D4.5 WIRE (2) No. 4 294 510 1869 19'-4" 18'-0" (2) No. 3 1865 1029 -- - - - -- 2 No.5 8-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 PRESTRESSED (2) No. 3 1737 959 20'-0' 18'-8" (2) 7/16 strand + 1737 1778 P - PLAIN LINTEL/ 2 No.5 CLEAR DOOR 1620 --__-� 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L No.5 SOLID #5 (2) U (1) L NOMINAL WIDTH - QUANTITY OF #5 BAR AT 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 787 22'-0" 1420 1420 1551 2'-0" 4'-0" 2'-8" 2'-4" 2 No. S PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 24'-0' 22'-8" (2) 7/16 strand + (2) No. 5 1250 658 PRESTRESSED (2) No. 3 1250 1300 REINFORCING SCHEDULE & LOAD CAPACITIES 8'4" 9-74 104" SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE GRAVITY CAPACITY (0)#5L (i)#5 DETAIL'H' __.--10000 10000 LINTELS GRAVITY CAPACITY (1)#5L (1)#5 DETA IUY UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L (1) DETAII'H' 8.' 'J' ' 1 - 10000 PRECAST LINTEL LENGTH CLEAR SPAN l' 6" LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR 2 No. UPLIFT CAPACITY (1)#5L (2)#5U DETAIL'K' - 10000._._,.-... 12'-0" A T 2 D4.S WIRE 1 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE j2) No. 3 9550 _ 10000 10000 10000 4'_8' 4'-8" 5' -4" 3'-2" PRECAST (2) D4.5 WIRE (2) 04.5 WIRE (2) D4.5 WIRE6635 21 No..3,._., 2] No..3_. 7207 10000 9863 10000 S-4" PRECAST _ 6614 10000_ 993 10000 4'-0" PRECAST (2) No. 3 (2) No. 3 _ 52.1.1_. -_`9053 7320 5'-10"_ 4'-6" PRECAST (2) D4.5 WIRE (2) D4.5 WIRE 12 o.3 3940 5402 5641 6'-6_ 5'-2" PRECAST (2] No. 4 L2 No. 4 4350 4350 3206 4225 4314 7-6" 6'-2" 64" 6-8" PRECAST PRECAST (2) D4.5 WIRE 3206 3063 2916 3183 3049 7'-8" 8'-0" (2) D4.5 WIRE _ (2) D4.5 WIRE 2 No. 4 3071 2831 -_ 3071 2831 PRECAST 2 No. 4 2651 2811 8'4" 9-74 104" 7'-0" 8'-0" PRECAST PRECAST _ 9'-2" PRECAST 11'-4" 10'-0" PRECAST 10'-8" _ PRECAST 12' -6" 1 V-2" - PRECAST 13'-4" 14'-0" 12'-0" PRECAST 12'-8" PRECAST_ 14'-8" 15-4" 174" 19'-4" 20'-0" 21'-4" 13'-4" PRESTRESSED 14'-0" PRESTRESSED 16-0" PRESTRESSED 18'-0" 18'-8" 20'-0" PRESTRESSED PRESTRESSED PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 2139 1766 D4.5 WIRE 2 No. 4 2153 1881 1448_ -- 1222 1075 -(2) (2) D4.5 WIRE 2 No. 4 _2153 1777 1568 1777 1568 (2) No. 3 2 No. 5 ._. 1568 1439 (2) No. 3 2 No. 5 1439 1439 (2) No. 3 2 No. S 1354 1354 981 1354 (2) No. 3 2 No. 5 1232 1149 1232 - 849 1232 (2) No.3 2 No. 5� (2) 7/16 strand + 2 No 4 1149 760 -_ 1149__-- 1347 (2) No. 3 1419 1291 1419 1291 __ 850 775 (2) No. 3 (21 7/16 strand + 2 No.4 1270 (2) No. 3 _._ (2) 7/16 strand + ..__. 2 No.4 993 993 600 1084 (2) No. 3 (2) No. 3 (2) 7/16 strand + 2 No.5 1035 961 834 1035 478 936 (2) 7/16 strand + 2 No.5 961 834 446 872 (2) No. 3 (2) 7/16 strand + 2 No. 5 (2) 7/16 strand + (21 No.5 171 ^I^rand + 390 366 306 763 716 599 (2) No. 3 (2) No. 3 720 642 720 642 3000 PSI GROUT - (PLACED IN FIELD) 2' / 2' j00 - Iw n u0 TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' (1) #5 CONTINUOUS REQ'D. . . PER STRUCTURAL PLAN CIMS (TIED OR WE" LDED)AT 4'-0" cc t` BOTTOM BARS NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE L-1 4'4" 8"x8" RECESS DOOR HEADER 2'-6" PRECAST CLEAR SPAN DOOR SIZE 8"x8" RECESS DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL WIRE/ BAR STEEL PLAIN BOTTOM BAR HEADER GRAVITY SAFE LOAD - SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L - - UPLIFT SAFE LOAD SOLID SOLID ##511 UU01 LL #5 (2) U (i) L TOTAL .ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD - - -- PLAIN SOLID _ _ DETAIL'DA' DETAIL 'DB' TOTAL LENGTH 3-4" 4-4" (2) D4.5 WIRE (2) D4.5 WIRE - 9975 6110 10000 10000 5'-8" 6'-8" 7'-8" 4'-0" 5'-0" PRECAST (2) No. 3 4336 5323 10000 10000 DETAIL'DA' DETAIL'DBDETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 9'-8" 8'4" TOTAL CLEAR LENGTH SPAN 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 ------- - 5174 -- -- --- ... 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4032 3647 10000 9133 8687 7835 9503 8173 PRECAST 4'-0" 2'-8" _...... 2'-4" _ PRECAST (2) D4.5 WIRE (2) No.3 1386 (2) No.3 1410 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 2'-8" 2'-4" LINTEL TYPE PRECAST LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE _._ __._...-.,.._ SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF SOLID #5 (1) U (0) L #5(1)U 1 L 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 5637 4401 1259 4'.0" 2'4" PRECAST (2) No. 3 4'-2" 2 10" 2'-6" 2'4" 2'-8" PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) No. 3 - - - - 3965 3965 4'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 3607 3607 3053 4'4" -- --- 3'-0" PRECAST 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 (2) D4.5 WIRE 1137 - 2085 1578 2085 1578 5'4" 4'-4" 3'-0" 2'-8" 1764 1763 7'-8" 6'-4" --------- PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1000 1000 PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 PRECAST (2) 04.5 WIRE ----- 903 ----- 4'-8" 3'-C 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 1 131 - - - -- - - ----- -- --------- 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 559 --- 559 - PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 5-8" 4'-4" 4'-0" --- --- 6-8" 5'-4" 5'4" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 -- 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 5'-4" 5-0" ---------- ---- - -- - 7'-8" 6'-4" 6-0' PRECAST (2) D4.5 WIRE (2) No.4 498 863- - - -- -- ---7'-8" -- 6-4" -` 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 294 510 -- --- - --------- -- - - - -- 9'-8" 8-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 - - TYPE DESIGNATION GRAVITY &UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL S - SOLID LINTEL [8x16 LOWER LINTEL CAVITY -P-1 L/1 U] LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (1)_�.(0).� SOLID #5 (2) U (1) L NOMINAL WIDTH - QUANTITY OF #5 BAR AT PRECAST (2) D4.5 WIRE (2) No. 3 DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV' 10000 10000 10000 - DETAIL'DW' 10000 3'-8" 2'4" 2'-0" 4'-0" 2'-8" 2'-4" NOMINAL HEIGHT ---- UPPER LINTEL CAVITY PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3000 PSI GROUT - (PLACED IN FIELD) 2' / 2' j00 - Iw n u0 TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' (1) #5 CONTINUOUS REQ'D. . . PER STRUCTURAL PLAN CIMS (TIED OR WE" LDED)AT 4'-0" cc t` BOTTOM BARS NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE L-1 4'4" 2'-10" 3'-0" 2'-6" PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) No. 3 (2) No. 3 9563 10000 10000 10000 10000 4'4" 2'-8" 3'-0" PRECAST PRECAST 8654 7102 10000 10000 10000 4'-8" 3-4" 4-4" (2) D4.5 WIRE (2) D4.5 WIRE (2) No. 3 9975 6110 10000 10000 5'-8" 6'-8" 7'-8" 4'-0" 5'-0" PRECAST (2) No. 3 4336 5323 10000 10000 64" PRECAST PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) No. 4 4103 10000 9691 6'4" 6'-0" (2) No.4 3810 10000 2929 9'-8" 8'4" TOTAL CLEAR LENGTH SPAN 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID #5 (1) U (0) L SOLID #5(1)U(0)L #5(1)U(1)L #5(2)U(1)L - ..A5 .-#Sjl U 1 L DETAIL'DH' DETAIL'DP DETAIL'DH' &'D-' DETAIL'DK' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 3'-8" 4'-0" 2'-4" 2'-8" 4'-2" 4'4" 2'-10" 3'-0" 2'-6" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4032 3647 10000 9133 8687 7835 9503 8173 PRECAST (2) D4.5 WIRE (2) No 3 4'-8" 3'-4" 3'-0" PRECAST (2) 04.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 44" 4'4" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH 3'-8" CLEAR SPAN DOOR SIZE LINTEL TYPE PRECAST LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (2) U (1) SOLID PLAIN #5 (1) U (0) L DETAIL'DE' DETAIL'DF SOLID #5 (1) U (0) L #5(1)U 1 L DETAIL'DE' &'DF' DETAIL DG' 2'-4" 2'-8" 2'-0" (2) D4.5 WIRE (2) D4.5 WIRE (2) No.3 3764 6455 5637 4401 5637 4401 4'.0" 2'4" PRECAST (2) No. 3 2970 4965 4'-2" 2'-10" 2'4" 2'-8" PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" PRECAST (2) No.3 (2) No. 3 2400 4030 3607 3607 3053 4'4" 3'4" 3'-0" PRECAST (2) D4.5 WIRE 1966 3390 3053 51-8" 6'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 (2) No. 4 1193 2290 2085 1578 2085 1578 5'4" 5'-0" PRECAST (2) D4.5 WIRE 1764 1763 7'-8" 6'-4" 6'-0" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1000 1000 1188 686 1267 91-8" 8'-4" PRECAST (2) 04.5 WIRE (2) No. 4 903 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � \0000000001 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT= STATE OF FLORIDA JUN 2 D E4, 6/27/18 S ALE: 1/4"=1'-0" 5EOF, 9 HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION \/0N1, tlALJCT0R S C I I E D U LE CONTROL DATE: 0T-01-15 CONNECTOR CLEAR SPAN SIMPSON USP UP TO W-4' DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 12 META -16 1450 NTA 16-18 1400 (1) led x 1 1/2' I -PLY, (6) 16d 2 -PLT, (USP: (10) led X 1 1/2'.- NO Ibd OPTION) DBL 2 x 6 (2) META -16 _ 1985 _.....- (2) HTA 16-18 2800 (10) 1001 x 1 1/2' I -PLY, (USP: (10) led x 1 1/2') .... 14) I Y (USP; NO Ibd OPTION) ( bd Z PL U P DBL 2 x 12 8'-0' AND OVER I 900 1 HETA-I6 - T 1810 HTA I6 1 615 / Y I Y P (10) led x 1 1/2' NO Ibd OPTION C9) loci x 112 I -PL , CB) 601 2 -PL U9 , 1810 HTA 20 1615 HETA-20 (9) led x 11/2' I -PLY, (B) 16d 2 -PLY USP. (10) led x 1/2', NO 166 OPTION ck�(2) HETA-20 2035 _. .- (2) HTA-20 2500 310 (10) led x 1 1/2' I -PLY USP: (10) loci x 1 1/2' (12) 16d 2 -PLY (USP; NO 160 OPTION) Z O LGT-2 -- 2150 - LUGT-2 1915 11) - 1/4 x 2 I/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WB, WOOD (16) led -.______ _ ._-_- _ _ _ _ - V) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - led x 1 1/2, 1 FLY MGT 3965 MUGT 4000 (1)5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 122) 106 TO WOOD (USP: (26) 10d TO WOOD) HGT-2 10,580 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD CUSP: WOOD (8) IDB) 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 106 TO WOOD (USP: WOOD (8) 10d) 64GT-3 3285 LWT -3 5330 (12) 5D8 1/4'41/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: GONG. (4) 3/5' x 5' WEDGE BOLT, WOOD (12) WS25) LGT3-6D62B 1210 PARALLEL TO WALL LT42 1425 PERPENDICULAR TO LPTA 1555 (10) led x 1-1/2' (USP: (10) led x 1 1/2' WALL VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMI-SON (2) VGT) (2) 5/8' A.T,R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-606 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) led x 1 1/2' (USP: (14)-10d x 1 1/2', 04) led) HTS -16 1150 HTW I6 1660 (16) led x 1 1/2' (USP (I6) lod x 11Q', (I6) led) (24) 1001 x 1 1/2' CUSP: (24) led x 1 1/1', (20) 10d) HT5-20 1450 HTW 20 2045 NTS -24 1450 HTW 24 2045 .- _ (24) led x 1 1/2' (USP: (24) led x 1 1/2', (20) 10d) LSTA-12 + 925 LSTA 12 910 (10) loci USP: (10) led 1235 LSTA 18 1360 (14) 10d USP: (14) led LSTA-18 + 1315 MSTA-IB MSTA-18 + 1315 (14) led USP. (14) led N MSTA 24 •+ 1640 MSTA-24 1150 (18) led USP (16) led 2050 MSTA-30 2140 MSTA 30 . (22) loci USP (22) led < (26)lod USP -(26) loci MSTA-36 2050 M5TA-36 2525 MSTI-36 KSTI 236 3090 [-- 3800 (36) led x 1 1/2' uSPI (3b) led x 1 1/2' M5TI-48 5065 4250 (48) led x 1 IQ USP (48) 100 x 1 IR' KTSI 248 H6 950 LFTA 6 1595 (8) Sd TO PLATE$, (8) ed TO STUD$ (USP (Ib) Bd x 1 1/2', (16) Sd) 6P4 885 _ SPT 4 945 (b) led x 1 1/2' TO STUDS U$P: (6) IOd x 1 1/2' TO 5TUD6 434 395 MP 34 410 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP. (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.HCP2 645 NIHCP 2 1010 f(4�)�8�dx d x 1 1/2' USP. (10) led x 1 IQ TO TRUSS, (10) led X 1 1/2 TO PLATE 1340 RT I&A 2180 d x 11/2' USP: (9) loci x 1 1/2 TO TRUSS, (8) led X 1 1/2 TO PLATE H10A vGT 1 HDU4 4565 PND 4A 4535 (I6) -SDS I/4'x3' TO WOOD, (10)-608 1/4'x2 1/1' W/ THREADED ROD, (2) NUT5/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS 4940 TDX 10 VGT 1 HD1B 5110 (I6)-SD5 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (05/6 . A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONIC., (12) 16d TO WOOD U6P: SAME AS SIMPSON ABU 66 2300 _ - 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -IEMBED.) IN GONG., (12)I6d TO WOOD LSP SAME AS SIMPSON (A LTTI9 +++ 1340 LTS 19 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1 EMBED.) IN CONIC, (8)l0d TO WOOD SSP SAME AS 811-TPSON O = (� Z LTT20B + HTT4 1500 LTS 208 1105 (U 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., 00)1001 TO WOOD USP: 3/4' ATR MIN -IEMBED BET IN HIGH STRENGTH EPDXY, (10) led (10) led x 1 1/2', 2-I/2' 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 01 ' EMBED) IN CONC., (18) SD -10 X 1 1/2' (USP: (20) 16 X 2-1/2' ) USP HAS MORE NAIL OPTIONS. (20) led, (20) led x 1-1/2', (20) 160 x 2 IR' 5090 HTT45 54 0 3 Q HTT5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONIC, (26) 16d X 2 1/2' (UBP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS (28) 1001, (28) 1001 x I -I/2', (20)16d x 2 I/2' 11,810 (1) 1' A.TR. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS Ya' x 215' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HHDQII-805 2.5+ UPHD 11 12090 HE) 15 (U 1/0' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) 6645 TDX 10 5110 SIMP50N� (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 615' EMBEDMENT) IN CMU. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CM.U. FACE, (IB)Imd TO BEAM MBNA 3.56/11.25 3415 5330NFM35X12U 3165'1130 USP: (1) 1/2' J -BOLT W/ MINMUM 6: EMBED. 1 NOT LESS THAN 4 FROM EDGE OF CONC W/ 3/4' DIA ITW (n RAMBET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE, 3635 2660 (FLR) - - --- HUS412IF 3265 (ROOF) 3060 LL1 0 HUSG412 (WOOD) 2530 (FLR) ., --- (10) 16d TO HEADER (10) *d TO WOOD USP: SAME AS SIMPSON 3225 (ROOF) _UC210-2 Qr-`LGUM2r2-SD6 I M HUC40 (CMU) 11 4' TIT FLANGE) T M (I ) TO WOO CUSP CI8) 1/4' x 3' WS3 SCREWS (10) led TO WOOD. 3 5 x 2 3/ EN C9 PERO CMU, 0 001 D m I I 80 1810 41 IF 5085 HD 0 1905 1905 (CMU) 5085 H0210 -21F 3115 x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD (USP. (I8) 1/4' x 3' WS3 SCREWS, (10) 100 TO WOOD t(4) UC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 x 2.3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD. CUSP: (18) 1/4' x 3'W63 SCREWS, (10) led TO WOOD 1430 FOR SIMPSON LGUM26-2-Sx 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD 5595 NO USP CONVERSION HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS, WHERE ANCHOR EMBEDMENT 15 GREATER THAN -V DEEP, THE VERTICAL CELL IN CM,U. WALL MUST BE FILLED SOLID w/ GROUT. +1Od COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IB REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION, + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' N W F- A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) O Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON SIMPSON 'W'OOD CONSTRUCTION CONNECTORS C-2013' , "HIGH WIND -RESISTANT CONSTRUCTION G-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (02 SYP) 1/1(01065 (TYP.) NAIL (3) 12d • 6'-8' O.C. TYP. 2x12 B&/HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO 81-01 WN.O" W-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 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 ROORFLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BR3. WS*HTS 8'-8' BRCx. LOAD BRC. WALL NON -BRCS. WALL �6 SECURE TO P 6x6 POST OST E W/ (2) MSTA-24 POST TO SLAB W/ABU-ro& CJ2 (2-TYP) HUC - 410 n "t n sr -� .. — _ - - — II 11 (2) 1 11 2.0 Y EL L ii'mII II II II � � � �ILL LL I 11 III I I I I I I rIIIIIi I II II II II II II II ill II II II II 1 1 I II I II II II II II II II II I II II II II II II I II II II II II II 11 ill II II II II II I I II I 11 II II II II II II II I II II II II II II I II II II II II II II III II - � II II II II I H II II II II II II II II I� II II II II I II II 11 II � II II II ill II IIII II II II I II I II II II I I II I I II I I I I III I I I I I I I I I I I I I I I I I l o l-- I I I I III I II II II II II II I I I I I I 11 III)! Q I I I I I I ill Ia-_I� I I II I I 11 I I II ��- I II II II J x N II II II I II I II 11 II II II II 1 _- FL05G CN II II II II II II I II II II I1� � II I 11 II II II II 11 II I II II II II II LBW ST70- D TRUSS TO 4x4 POST ATTACH (2) 2X8 BM STUD W/1 W/(2) MTS -12. POST TO SLAB HTT-4 TO FRAME W (2) MTS -12 2) MTS -12 _------ - _ _ IT-- l3) 2x8 HDR W/ DBL. STUDS ATTACH (2) 2X8 BM - UNDER HEADER TO CMU W (2) MTSM-12 - - - - - - - - - - - (2) 2X8 BEAM -- 4X4 DBL STUD POST r 3 1 ------------ -- ----11 - I DBL STUD I_ 1 , - - - - - - - - - I I 8 I FL =----- -------------- -------------------------------------------------FG) —1 -F (2) META -16 - - - - - - - - -F, FI n u u u u u n u n u II II II II II II II II II II fl II II 11 II II II II II II II W A CJ2 CJ4 .a P02 F03 3 FL04 FLO3 FLO3 FLO3 FLO3 FLO3 FL02 FL01 PLO] FL01 FL01 3 i -- `(2) META -16 D01 FIRST FLOOR FRAMING PLAN, A R C H I T E C TS 4GrouDesin Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA JUN 2 7 ,8 DA 6/27/18 s ALE: 1/4 00 =111-C ft �00000000�� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA JUN 2 7 ,8 DA 6/27/18 s ALE: 1/4 00 =111-C 2x12 (42 SYP) 1/16' OSB NAIL (3) 12d 0 &'-S' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER CONTROL DATE: 01-01-19CO\\ECT®am SCHEDULE MAXIMUM HEADER SPAN (ft.) SIMPSON USP 5'-0' TO 8'-0' DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER (7) 10d x 1 1/2' I -PLT, (6) Ibd 2 -PLY, (USP: (10) 10d X 1 IR' - NO I(bd OPTION) META -i6 1450 PTA 16-18 1400 2 �-. Q. Z O V) (2) META -16 HETA-Ib 1985 1900 1810 !2) HTA 16-18 2800 1615 AT EACH END OF HEADER (10) 10d x 1I-PLY1 1/2'), (USP: (10) 106 x _-- 1/2 _.....__._. .._. (14) Ibd 2 -PLY (USP: NO Ibd OPTION) (9) 10d x 1 1/2' I -PLY, (B) Ibd 2 -PLY USP: (10) IOd x 1 IQ', NO Ibd OPTION (9) 10d x 1 1/2 I _PLY, (8) Ibd 2 -PLY USP: (10) IOd x 1 1/2', NO 16d OPTION (10) IOd x 1 1/2' I -PLY USP: (10) lod x 1 1/2' (12) Ibd 2 -PLY (U8P: NO Ibd OPTION) HTA I6 3 HETA-20 1810 2035 NTA 20 --- (2) NTA -20 1615 (2) HETA-20 LGT-2 3170 2500 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WB, WOOD (I6) 10d (18) - 10d x 1 1/2, 1 PLY DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 MUGT 4000 HUGT-2 9365 HUGT-3 9365 MGT . 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) IOd TO WOOD (USP: WOOD (8) loci) (12) SDS 1/4'x2 1/1" TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825) PGT -2 10980 HGT-3 LGT3-SDS2.5 10530 3285 LUGT-3 5330 LTA2 vGT (2) VGT 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 WALL (10) 10d x 1-1/2' CUSP: (10) 106 x 1 1/2' (I) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), ll6 )-805 I/4'X3' TO WOOD (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), .32)-808 1/4'X3' / 2 PLY 4940 NO USP CONVERSION FOR SIMPSON VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) CL < F— MTB -12 1000 1150 MTW 12 1595 (14) 106 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) IOd) fib) loci x 1 1/2' NSP: (16) lod x 1 1/2', (I6) 106) (24) 10d x 1 1/2' NSP: (24) 10d x 1 1/2', (20) 10d) NTS -16 HTW 16 1660 HT5-20 1450 HTW 20 2045 2045 PTS -24 1450 HTW 24 (24) 106 x 1 1/2' CUSP: (24) 10d x 11/2', (20) 1067 (10) 106 U8P (10) 10d 04)10d USP: (14) 10d 04) 10d USP: (14) 10d (18) od USP, (18) IOd (22) 10d USP: (22) 10d (2( ) 106 USP: (26)106 (36) 10d x 1 I/2' USP: (36) 10d x 1 1/2' (48) 10d x 1 I/2' USP: (48) 10d x 11/1' L5TA-12 . L5TA-18 . MSTA-18 • 925 LSTA 12 970 1360 1235 1315 L5TA 18 MSTA-18 1315 1150 M5TA-24 .. M6TA-30 . MSTA-36_ MSTI-36 1640 MSTA-24 2050 2050 3600 5065 MSTA-30 2140 MSTA-36 2525 3090 KSTI 236 - 115TI-48 K751 248 4250 1595 945 410 Pb 950 LFTA 6 (8) 8d TO PLATER (8) 8d TO STUDS (USP: (161 Bd x I 112', !Ib) Sd) (b) 100 x 1 1/2' TO STUDS USP: (b) IOd x 1 1/2 TO 5TUD5 5P4 885 5PT 4 A34 HCP2 395 MP 34 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. U5P: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. (12) 106 x 11/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) lod X 1 1/2' TO PLATE 645 HHCP 2 RT 16A 1070 HIDA VGT " HDU4 VGT 4 WD -15 1340 2180 (18) 10d x 1 1/2' U51-: (9) 10d x 11/2' TO TRUSS, (8) 10d X 1 1/2 TO PLATE 4565 PND 4A TDX 10 4535 (1( )-505 1/4'x3' TO WOOD, (10) -SDR 1/4'x2 1/1' W/ THREADED ROD, (2) NUTS/WA5NER/2 PLY USP: 5/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS Nb) -505 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER/2PL'r USP: 7/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS 4940 5110 O _ u Z Q ABU 44 2200 6665 PAU 44 12000 PAU 66 2535 6775 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) M CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) M CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMI-SON (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, T EMBED.) IN GONG., (10)106 TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY (10) 10d, (10) 100 x 1 1/2', 2-1/2' (U 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (18) 50-10 X 1 1/2' (USP: (20: Ibd X 2-1/1') USP HAS MORE NAIL OPTIONS: (20) 106 (20) 10d x 1-1/2', (20) 16d x 2 1/2' (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (26) trod X 2 )/2' (U5P: (20) l6d X 2-1/2') USP HAS MORE NAIL OPTICNS: (28) 10d, (28) 10d x 1-1/2', (20) Ibd x 2 1/2' ABU 66 LTTI9 . LTT205 ••• 2300 1340 2535 13815 LTS 19 1205 1105 500 LTS 205 ___J HTT4 __w 4455 HTT45 HTT45 4465 WTT5 5090 11,510 5430 HHDQII-505 2.5. UPHD 11 12090 5110 ___-----___ (U 1' A.LR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y4' x 214' WOOD SCREWS !USP: (24) W83 WOOD SCREWS) HD15 6645 TDX 10 (1) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 7/8' BOLTS) (n a LL)2660 0 Q = MBHA 3.56/1115 _____.___ .__ HU51_-412 (WOOD) HUC410 (CNU) 3415 5330 NFM35Xl2U _ 3165 3060 1905 1130 2530 (FLR) SIMPSON: (U 3/4' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CM.U. FACE, (15)10d TO BEAM U5P: (I) I/2' J -BOLT W/ MINIMUM 6. EMBED.. NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DTNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 041 IOCI AT JOIST 3635 1810 (FLR) HUS4121F 3265 (ROOF) 00) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3225 (ROOF) 5085 H0410 IF 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: NSP: (18) 1/4' x 3 0.153 SCREWS, (10) 10d TO WOOD. (18) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (10) 106 TO WOOD (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HUC210-2 (CMU) 1810 5085 H0210 -21F 1905 19o5 FOR SIMPSON 3115 HUC210-3 (CMU) ISIo 4000 HD210-31F 3115 LGUM26-2-SDS LGUM26-2-SDS 1430 5595 a NO USP CONVERSION HIGH STRENGTH EPDXY - SIMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' Ld F— A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUBE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IB USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-5AS-2012. 2x12 (42 SYP) 1/16' OSB NAIL (3) 12d 0 &'-S' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UN.O. 4' � AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 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 05 DBL, STUD LINE OF 15T FLOOR BELOW I I I I � I I I I I I I � I � I � tip, 3 3 u 3 3 I GJ1 / II 11 II II II II II II II I 11 p 11 Cil CJ3 = II II II II II II II II I 11 II = CJ3 II II II II II II II II CJ5 = — 11 II II II II II II II II = = CJS aye/ I L TRUSS TO (2) 2x8 DBL STUDS W/ _ HTS-I6F7 - 122x36 - - - - I ATTIC CJ5 = CJ3 u - _ - - - A02 STUD A04 A05 A04 A03 A06 DBL. STUD T_� A01 _ - -- IIg _ _ _ _ _ - 504 504 504 7 - - -- ��^ 3 3 3 r I I D5 I LINE OF IST _ _ STUD =_A ===:Px B04 = 502 emBL. STUD FLOOR BELOW = 11 11 11 u u = ====== = CJ5 II (I II (I II CJ3 = 7f.I II II II II II 11 = CJ3 IIII II II II CA u n n 11 � CJI II II II II II , , ::j-. 'S D5 I I I I I I I I I I LINE OF IST FLOOR BELOW SECOND FLOOR ROOF FRAMING PLAN. A R C H I T E C T S DesnGrouoinc . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ft 11111111111 \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA 'JUN 2 i DA' E:� 6/27/18 s ALE: 1 /4" =1' - 0" SHEET 7 OF 9 EXTE PRE-ENGINI STRAPPING PER f PRECA% P.T. 1x2 W1 t ENTRY SECTION DETAIL 2x STUDS PER GENERAL NOTES SWEET (GN), SECTION TIMBER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL A R C H I T E C T S Desn Grouo1nc. it n. nvnn&.v oLvv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #115) DAODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: ENTRY SECTION DETAIL ARCHITECT: STATE OF FLORIDA JUN 2 7 20 ]:)#E: 8/27/18 ALE: 1/4 ))=1'-0" \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #115) DAODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: ENTRY SECTION DETAIL ARCHITECT: STATE OF FLORIDA JUN 2 7 20 ]:)#E: 8/27/18 ALE: 1/4 ))=1'-0" LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL - v LOAD INFORMATION VA 2421 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 7,263 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 COMBO SUBTOTAL OF GENERAL LOAD 48,509 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,509 VA x (4) 15,404 TOTAL NET GENERAL LOAD 25,404 3.5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 MLO MAXIMUM FAULT CURRENT: 19390 amps 5—KW ELECTRIC HEAT 5000 VA x (85%) 3250 CAN TYPE) NET GENERAL LOAD 25,404 NET TOTAL HEAT 10,450 TOTAL LOADI 35854 CALCULATED LOAD FOR SERVICE 35,854 VA / 240 V= 149.39 200 AMP SERVICE WATERPROOF OUTLET (3) 01 THHN/THWN COPPER CONDUCTORS, (1) • 6 THHN/THWN COPPER CsROUND IN 2" CONDUIT. SERVICE BY OTHERS GRADE LINE 200 i4MF ELECTfRICAL- fRlsEfiR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE, NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX II II II II LANAI II II II II II � II II II II i II II � II II \ SII �CIFIII W/ 1 I I I GREAT ROOM F FAWCEILING PRE -WIRE 1 qp \ 11 II II \ li \ ` ` \ ,1 ---- / i II UPSTAIRS I i DINETTE 0.11 Iry--- GFI 1, PENDANT I I I �7-7 1 7wi I PUSH BUTTON FOR DISP. F AI KITCHEN OPT. E 4 a I FAWCEILIWs F'RE-WIRE c� GSD. .8-- C -PI 42' Ar—F. STUDY Itr I�� sy Up — .' lc-spl - ENTRY - - - FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 = 1'-0' DED. 20 AMP OUTLET FOR M. WAVE P UP GF I COND. METER, VERIFY LOC. LEGEND [TELECTRICAL L - v NOTES TRANSFORMER BANK: 50kVA Ea mspw v CM" WT Ntoon R (TAMPER INNOTAMW VOLTAGE: 1620/13200-240/480V NEMA 3R 2M AMP SERVICE: SINGLE PHASE ® 120/240 TYPE: UNDEWxROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDE* (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps Eg119W IW WWW FAILT NIlJw"M (TArl" F4"T xt CAN TYPE) 220V OUTLET 4 9NpE CWEC" 0 EXTERIOR WATERPROOF OUTLET $ POWER COMPANY 200 SWITCH 3-00 ommTM $4 SWITCH TRANSFORMER $0 AMP. PHONE / DATA 4 WALL MOUNTED LIGHT WALL SCONCE WEATHER PRE -WIRE CEILING PROOF BOX MOINTED LIGHT SERVICE BY OTHERS GRADE LINE 200 i4MF ELECTfRICAL- fRlsEfiR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE, NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX II II II II LANAI II II II II II � II II II II i II II � II II \ SII �CIFIII W/ 1 I I I GREAT ROOM F FAWCEILING PRE -WIRE 1 qp \ 11 II II \ li \ ` ` \ ,1 ---- / i II UPSTAIRS I i DINETTE 0.11 Iry--- GFI 1, PENDANT I I I �7-7 1 7wi I PUSH BUTTON FOR DISP. F AI KITCHEN OPT. E 4 a I FAWCEILIWs F'RE-WIRE c� GSD. .8-- C -PI 42' Ar—F. STUDY Itr I�� sy Up — .' lc-spl - ENTRY - - - FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 = 1'-0' DED. 20 AMP OUTLET FOR M. WAVE P UP GF I COND. METER, VERIFY LOC. LEGEND [TELECTRICAL L DEFINITION NOTES 110v OUTLET Ea mspw v CM" WT Ntoon R (TAMPER INNOTAMW TTPE) 110Y FLOOR EClomw v CA1 w FAILT ® OUTLET Nn3gr ER T* I�"?Mt I10v SWITCHED MOM V QWW FALT NtE %r" RAMFER R "TMt OUTLET trm IiVv GFI Eg119W IW WWW FAILT NIlJw"M (TArl" F4"T xt OUTLET TYPE) 220V OUTLET 4 9NpE CWEC" 0 EXTERIOR WATERPROOF OUTLET $ SWITCH $s SWITCH 3-00 ommTM $4 SWITCH 441AY ORRATM $0 DIMMER SWITCH 4 WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOINTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W/ �( LIGHT 24' LIGHT STRIP 48' LIGHT STRIP 0 RMSCENT uFeiw AROIND 24' FLUORESCENT �� 480 FLUORESCENT D PALL — STRUCTURED WIRE PALL Nib METER 0. SMDETOR OKEeAtt. D y mlc ® CARBON MONOXIDE BATT. BACKAP W W)WO iE DETECTOR NIERCwtem 8 SMOKE / CARBON MONOXIDE 8 OttBACK-LP NTEa W w�tuBe ffmw DETECTOR COMBO PENDANT LIGHT T PHONE JACK 4 GAS OUTLET ® CEILING FAN / &PPC�lelESp A MUMeNM Iv LIGHT WX MAFM A6 SLCM FOR NePEOTICN CEILM sm F=M TO EE © J -BOX &rPORIED N ACCORDANCE IW EOx MAIICED A6 $04 FOR ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISCONNECT TELEVISION JACK Y LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS E TELEVISION JACKS TO 5E DETERMINED 5Y BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C N I T E C T S Desiln rou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA JUN 2f 2010 D 6/27/18 ALE: 1/4" = i' - 0" HEFT 9 or 9 LINE OF IST FLOOR BELOW — — — — — I I I I I OWNER'S SUITE FAWCEILING \ PRE -WIRE F I ---- --- 7 s BEDROOM 2 FAWCEILIWs / PRE -WIRE I / i SD. - _ BEDROOM 3 T_ FAN/CEILMG I ,� PRE -WIRE I 8 06D. SD./ CMD. _v % I \I I ` /CEILING \ LOFT ► I 1 LINE OF IST FLOOR BELOW \ \I 1 FAN/CE IL ING \ PRE -WIRE `. BEDROOM 4 I I I I I I —.._— J SECOND FLOOR ELECTRICAL PLAN, ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOY OUTLET eQWM V GROW FAULT Nnr4 rm (T*m mm"at NT TYrE) � 110V FLOOR sa rm w a 4m FAILT ® OUTLET NMW"N (TAF FM WWTANT rnw IIOV SWITCHED NQM9W W GIWW FAILT NnFAF R nAMPM IM MTAW OUTLET 1Y") IIOV GFI samvw w Gr4m MLT N1llUM (TAMM R 11E�16TANT OUTLET TTF'E) 220V OUTLET 4 WFE COMiCTIGTI EXTERIOR WATERPROOF OUTLET $ SUATC 4 $s SUATC 4 34MY 0MATION $4 SWITCw 444Y OP@RATION $0 DIMMER SWITCH Q WALL MOUNTED LKHT WALL SCONCE PRE -WIRE CEILWs MOMTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W1 �( LW 24' LW STRIP 48' LW STRIP 0 FiIORESCENT UW AMM 24' FLUORESCENT 48' r�----_,� FLUORESCENT D PANEL - STRUCTURED WIM PANEL I� METER 0 DETOR pATT BACK WAPVM ® CARM MONOXIDE 8At1 HAcr w Wy m,,=m DETECTOR Nmvza#am 8 SMOKE / CARBON MONOXIDE Han HaatA A MOM mm DETECTOR COMBO '�- PENDANT LW T TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / cam mE pN A Aveamm42IW LW Bax ro4MW M OUCH FOR Nrectm MUM Hox miamw TO BE O J -BOX OUrrOM N ACCORDAW2 V OCX MWID AS OUCH FOR SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD [� DOTAL KEYPAD WATER HEATER �J DISCONNECT �j AIR COO. L�JJ DISCONNECT TELEVISION JACK EMEWjENCY LWING D DOOR CHIT 6 NOTE: -PHONE OUTLETS t TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C T S Des2Grouo1nc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \OOOOOODOOJ 9USDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PACE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA JUN 21 201 6/27/18 9,6ALE: 1 /4" =1' — 0" 9.1oF 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: OVER "30 FELT PAPER COR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED DO NOT EXCEED4" DO NOT EXCEED 4" 6TH EDITION (2010 GABLE ROOF TRUSS 8' CMU BLOCK 8' CMU BLOCK OYER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES" DRYWALL z" DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE AT FIRST (2) BAYS F.T. 1x4 or 4"x4" MIN. P.T, 1x4 or 4'x4" MIN. (4'-0' O.G. 6 SHEATHING SEAMS) (SEE WINDOW/00OR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT--STIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL —DOOR JAMB / WINDOW " TEXTURED CEMENTITIOU5 COATING MIN. OVER 4'-10" HIGH MEMBER w/ (2) 12d NAILS 8" FROM (ATTACHED TO BLOCKING " (ATTACHED TO BLOCKING P.T. 1x4 or 5'x4" MIN: imim E (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and @ IS O.C. MAX PER MFR'S SPECIFICATIONS) 4 (PER ASTM C92(o) OVER PAPERBACK I. SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ Y" x 9' 1, 2 -LAYER WATER RESISTANT BARRIER, OVER PER FLAN-- ANCHOR BOLT w/ 2' WASHER SET IN (U TAPCON (MIN. EMBEDMENT 1 4 ) 51MP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ %4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH ENp and IS' o.c. MAX WALL SHEATHING (TYPE AND ATTACHMENT `I� (6' MIN. EMBEDMENT � 32' O.C. MAX) °r " METHOD PER "NAILING SCHEDULE' DOOR JAMB TO BLOCK (+3/ or +%) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8 FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE - 18" O.C. MAX w/ 12d NAILS 8' O.C. MAX !� r 4A SCALE: r:r-m' 4E SCALE: r:r-m' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 7B "ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 WA2 f TRUSS w/ (2) 12d NAILS 4 PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: " TEXTURED CEMENTITIOU5 or 10'-0' O.C. MAX SHIM A5 NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 3' TAPCON �, � ATT OR BLOWN -IN INSULATION Ib G926) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4" p0 NOT EXCEED 4" (MIN. EMBEDMENT 1 4") 8" FROM EACH ;. .. 8" CMU BLOCK END and -a 18" O.C. MAX GYPSUM BOARD OR " HIGH STRENGTH 8' CMU BLOCK or CEILING BOARD DRYWALL DRYWALL P.T. 2x (1) DRIVE PIN, 8" FROM EACH END and OHC. FILLED U -BLOCK w/ (U5 "8" O.G. MAX BLOCK WALL SECTION —GABLE ROOF CONTINUOUS REBAR (SEE WINDOW/DOOR JAMB BLOCKING 1x4 Or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. ix4 or 1x2 P.T.PTNAILER 1 SINGLE STORY SCALE: 3/4':I' -m' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING 16 OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4" SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and 6 18" O.C. MAX (ATTACHED TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 lb &TH EDITION (2201) WINDOW TO BLOCK (+1 %") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDTE: SECURE TO MENT 1LOCK 1) 8- FROM EACH E 4 R E DOOR JAMB TO BLOCK (+1 2") THROUGH NON-STRUCTURAL MEMBER Ox or 16" 055) END and 6 18' O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B "- - w/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER NAILING SCHEDULE SCALE: I -I o (2) DRIVE PINS, 8" FROM EACH END and RE -ENGINEERED ROOF TRUSS 18" O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLAN) MIN. HEAD SIZE .300 R -VALUE PER ENERGY CALC5) NOTE -DOOR JAMB TO BLOCK (+3yl61") MIN. EMBEDMENT 1 4 SHIM AS NEEDED 4F SCALE: ,- 1- I D, TO PLUMB JAMB. METAL DRIP EDG'GYPSUM BOARD OR HIGH DO NOT EXCEED 4" P.T. 2x8: 2x6 SUB -BAN - STRENGTH CEILING BOARD 3' 8 CMU BLOCK SECURE TO BLOCK w/ (2) l6 TAPCONS VENTED _ ONC. FILLED U -BLOCK w/ �' DRYWALL NOTE; (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT ! (U 05 CONTINUOUS REBAR P.T. 2x 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 16' O.C. MAX ER PLAN - a (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16 055 (4" WIDE MIN.) , (2) DRIVE PINS, 8 FROM EACH END and WINDOW (PER PLAN), I __- (SIZE AND REINFORCEMENT p0 NOT EXCEED 4" " ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING a 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8` CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS z" DRYWALL MIN, HEAD SIZE .300 14 77 MIN. EMBEDMENT 1 !" NOTE: P.T. 1x4 or 4"x4' MIN. Ix4 or Ix2 P.T. NAILER 4 STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. 1x (4" WIDE MIN.) ALL INSULATION �� FASTENER SCHEDULE FOR ATTACHMENT (R -VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER Ox or OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN w/ 16" TAPCON MIN, 14' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM COR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR" GYPSUM WALL BOARD EACH ENE) and IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH 2' TEXTURED CEMENTITIOU5 i) REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1i6") PER MFR'S SPECIFICATIONS) END and 18` O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or C92(o) OVER GM _ (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8" FROM EACH END and 6 18" O.G. MAX 8 GM 4" P.T. FURRING STRIPS 16" O.C. 4C SCALE: I':I'-r�' THROUGH NON-STRUCTURAL MEMBER (lx or 16" OSB) MIN. SHANK SIZE .145 i w/ 4" TAPCON MIN, 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MOOD BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK (+3yl 6") SHIM AS NEEDED P.T. (2) 2x6:RE To PLUMB JAMB, DOOR JAMB TO BLOCK (+3yl6) 4G SECURE TO BLOCK w/ (2) 4 TAPCON5 ' ONCRETE SLAB DO NOT EXCEED 4" scaLE: r:I'-o' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH F1' AND REINFORCEMENT) 8" CMU BLOCK END and 1@ 18" O.C, MAX XTERIOR WALL FOOTING DRYWALL or (SEE FOUNDATION PLAN FOR 51ZE P.T, 2x Ix4 or Ix2 P.T, NAILER UPLIFT UP TO I U5 14 (2) DRIVE PINS, 8" FROM EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT)1MP50N HT520 w/ (10) 10d NAILS TO TRUSS (SEE WINDOW/DooR JAMB BLOCKING P.T.Plx (4' WIDE MIN.) 1, 1„ � 18" O.G. MAX 2 SINGLE STORY SCALE: 3/4':I' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -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 UPLIFT UP TO 2,350 Ib FCONTINUOU6 BOND MIN, EMBEDMENT 1 4' BATT INSULATION ADHERED TO CEILING 8" GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BEAM BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRU55 4 (4) 4'X2 4" TAPGONS -- - P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4" TAPCONS _ THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS T w/ 16" TA N 1 4" EM(MIN4 FROM EACH TAPCON MI EMBEDMENT INTO BLOCK END and EMBEDMENT O C MAX 4 --- - TAPCONS MIN. or OPENING 22' x 30' MIN.000 CASING AT SIDE WINDOW TO BLOCK (+2 %4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 1 „ 2' APART a 8' O.C. MAX 3 AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4) TRUSS ANCHOR RETRO—FIT MIN. SHANK 51ZE .145 SCALE: N,t,S, WOOD CASING 4 GYP. 4D5 MIN. HEAD 51ZE .300 BOARD (TYP) SCALE: r=r-o' SCALE: N.T.S. MIN. EMBEDMENT 1 4" A R C H IT E C T S Design Grroup-Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JUN 2 7 DRTE: 6/27/18 ' JPALE: 1/4"=1'-O" 1 HEET D + NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %s" .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE (16-20 RINGS 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED PER INCH) 8 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 0.5.5. or Y' CDX PLYWOOD - ad RING SHANK GUN NAILS 6 4" O.C. s SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS 6 6' O.C. 6 INTERMEDIATE SUPPORTS, SEE DETAIL. , . _.... �. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. ECURE 2x TO CMU wl (3)Y2" x V 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET OUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD - IN 51MP60N OR U5P HIGH w/ 51MP50N 5P4 (USP 5PT4) w/ 51MP5ON 5P4 (U5P 5PT4) _ ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6' MIN. 32' O.C. MAX 32" O.C. MAX EMBEDMENT) 5 " I� " /S GDX EXTERIOR PLYWOOD or 32 APA -RATED 0.5.B. (AS PER MANUFACTURER'5 0.' 2x STUDS 16" O.C. MAX 2x STUDS 6 16' O.C. MAX INSTALLATION SPECIFICATION5) - Sd RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL 11111111111 NOTE: (U ANCHOR BOLT UNLESS NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGES AND Sd RING SHANK GUN NAILS 6" O.C. INTERMEDIATE SUPPORTS. SEE DETAIL. - .moo�.o� LOCATED 6" FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4" BOTTOM 4 (1) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING '* I SPACES f EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 O.S.B. or Y2' PLYWOOD or %(o" ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 6 4" O.G. 6 or RAFTER 2" GYPSUM WALL BOARD Z" GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP BOTTOM PANEL AND ad RING ROOF SHEATHIN _(1) 05 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. - CONC. POURED CELL HER BOLTHIGH (LOCATION PER PLAN) SET N SIMP50N STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM -f- a EPDXY (OR EQUIVALENT) 6' ANY MANUFACTURER. I - z I ' ECURE BOTTOM PLATE TO EMBEDMENT MIN. 32" O.C. MAX a NAIL REQUIREMENT 1 =' ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL a TUD TO BOTTOM PLATE w/ - (SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX Vv SIMP50N 5P4 (U5P 6PT4) ,s 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %s" .131 110,000 RING (16-20 RINGS PER INCH) AND RE INFORCEMENT) O.C. MAX BUILDING LENGTH ONCRETE SLAB -- NTERIOR BEARING -WALL FOOTING ONCRETE SLAB • (SEE FOUNDATION PLAN FOR 51ZE • (SEE FOUNDATION PLAN FOR 51ZE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) • . XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING 86 RING SHANK GUN NAILS 6 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE TOP # BOTTOM EDGE5 AND REINFORCEMENT) AN[)REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L. B. w. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT N 2 SCALE: 3/4'=I' -O' 4A SCALE, 3/4'=I'-0' 4B SCALE: z u ° ad RING SHANK GUN NAILS 6' O.C. IN FIELD 'T 0 r iw PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE e 73 LU SECURE TOP PLATE5 w/ 166 COMMON NAILS a 4' O.G. 2-ROw5, 5TAGGERED .......... 7 z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING = o (0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE -----DOUBLE TOP PLATE TO STUD w/ SIMPSON 5P4 (U5P SPT4) 2x WOOD or METAL 5TUD5 32' O.C. MAX " 24O.G. MAX 2x CONTINUOUS 5TRE55 w(NOT LOAD BEARING) w ad RING SHANK GUN NAILS 12" BLOCKING 'm MID -WALL Z u O.C. IN FIELD f 2x STUDS @ 16 D.C. MAX z Or UNLE55 NOTED OTHERWISE z < w a 8d x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS o v a ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ SIMP50N OR U5P M6TA36 ' o NAILS 6 12" O.C. IN FIELD OF EN05 OF WOOD STRUCTURAL PANEL r �a TSG SUBFLOOR (ATTACHMENT " TdG 5U5FLOOR (ATTACHMENT SHEAR WALLS, METHOD PER NAILING SCHEDULE)' METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND T14ICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q 16' O.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=I'-0' I ' -DOUBLE TOP PLATE UNLE55 NOTED OTHERW15E C �' GYPSUM WALL BOARD " GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRU55 ? BLOCKING 6 MID -WALL BLOCKING MID -WALL NOTE: DIAGONAL BRACE 6 CENTER OF TRU55 5PAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ TRU55E5 AT FIRST (2) BAYS y' x V ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x STUDS � 16" O.C. MAX SET IN SIMPSON NIGH STRENGTH DIAGONAL BRACE TO BE ANY 5PAN 15'-0" OR (4'-0" O.C. SHEATHING SEAMS) UNLE55 NOTED OTHERW15E EPDXY (OR EQUIVALENT) 6" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP "2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS Q EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL 6 ""TUD TO BOTTOM PLATE w/ f 0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX 51MP50N SP4 (U5P 5PT4) @ 32' t 30'-1' - 60'-0' USE (3) X -BRACE M ' µ O.C. MAX 4 d " (1) X -BRACE Is CENTER 4 (2) BRACES f: `' � .�:, .� ,- DIVIDED EQUALLY FROM CENTER TO END != „ • • ONCRETE SLAB • • ONCRETE SLAB f (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRUSS ENGINEERING f.. AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL is WEEP SCREE - Two STORY L. B. W. w/ NO UPLIFT Two STORY L.B.W.w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 1 x x x ( x 1� c 5 A SCALE: 3/4'=I'-0' S B SCALE: 3/4' -O' SAME X -BRACING REQUIREMENTS) 7B CONT, 2x4 RAT -RUN ATTACHED TO EACH = TRU55 w/ (2) 12d NAILS GABLE X—BRACING - IN5TALLED 6 MID -POINT OF TRU55 5PAN 1 SCALE: 3/4'=1'-0' or 10'-0' O.G. MAX A R C H I T E C T S Design Grou�r��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUN 2 i 20 JAMAERS DATly. 6/27/18 SCALE: 1/4"=1'-0" SHEET D 2 11111111111 .moo�.o� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUN 2 i 20 JAMAERS DATly. 6/27/18 SCALE: 1/4"=1'-0" SHEET D 2 A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000/115R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DX'tE: `6/27/18 I S#ALE: 1/4"=1'-0" EET D 3 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS �'\ 1 RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL 1x6 COLLAR TIE a EVERY OTHER m RAFTER w/ MIN. (3)12d NAILS or ry ' GYPSUM BOARD OR �I�p��a� IMPSON VTCR or USP VTT 1 MIN. (4) 10d GUN NAIL u'' - o HIGH STRENGTH CEILING i��ai�� SPACING (l) -a EACH END 2x RAFTER BOARD AND 6'-0" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE I( BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS EACH TRUS GYPSUM WALL BOARD NI'i 2x WOODS STUDS 24'O.C. RAFTER TO TRU55 w/ 5IMP50N (SIZE PER PLAN) o MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMP50N or USP M5TA24 o SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS EACH END. 4SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 SLAB w/ 10d MASONRY NAILS � 32" O.C. MAX TYPICAL VALLEY TRUSS CONNECTION I 1 2x4 sECURED TO GABLE END w/ SCALE: (2) 12d 6 EACH UPRIGHT ONCRETE 5LA5 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (o" - 8' O.C. MAX SIZE AND REINFORCEMENT) ---WATER RE515TANT BACKERBOARD (DENSHIELD) 2x4 RAFTER tv 24' O.C. /2' DEN5HIELD (SEAT DECK MUST BE SLOPED 1/2" MIN, TO PAN) P.T. 2x STUD 51MP50N L30 or USP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF � BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) �RE-ENGINEERED TRU55 HULK BEAD BETWEEN DEN5HIELD 2x4 BLOCKING a EACH RAFTER P.T. 2x4 STUDS AND F15ERGLA55 PAN APPLIED 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTIA " GYP5UM BOARD OR SHOWER PAN EACH RAFTER TAIL CONNECTIO 2" HIGH STRENGTH CEILING � (FIBERGLASS OR CERAMIC) 51MP50N L30 or USP A3 BOARD Q TOP OF EACH RAFTER CONNECTIO 3 VS" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ SHOWER SEAT DRYWALL SCREWS (EACH TRU55 2 FRAMED OVERHANG or 24" O.G. MAX) SCALE: 3/4'=1'-0' S SCALE: 3/4'=1'-0' "GYPSUM WALL BOARD 3 Na' METAL STUDS (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL I/2' TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE 6 12" O.C. SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS 3 %' BOTTOM CHANNEL (25 WITHIN 8' OF EACH END AND 618' O.C. MAX ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO j or - DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MA50NRY _ ! (MIN. SHANK SIZE .145 • NAIL w/ WASHER a 32" O.C. MAX. 8 MIN. EMBEDMENT OF I Y4") 1 - WITHIN 8" OF EACH END AND a18' O.C. MAX ? i _ - L-_ --__ _, __ _ I,,I -1 ONGRETE SLAB _ (SEE FOUNDATION PLAN FOR WALL SHEATHING ° � — --- 51ZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD z� o o � PER 'NAILING SCHEDULE") m T ECURE 2x6 MIN. TO BLOCK w/ _ °P.T. 2x8 STUD BLOCK (2)Y2' x 9' ANCHOR BOLT5 w/ 2" NOTE: 0' `� ° WASHER SET IN 51MPSON or USP B _� STUD GAUGE IS HEIGHT SPECIFIC. CONSULT L a I �- HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. ROUGH OPENING (UP TO S'-0") (MIN. 6" EMBEDMENT) - - — INTERIO R NON—BEARING N N BEARING WALL W j ii, _ � ry f B ELI METAL STUDS SCALE: 3/4'=1'-0' ECURE 2x6 MIN. TO BLOCK w/ - (3)Y' x V ANCHOR BOLTS w/ 2" " TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN GONC, POURED RECAST OR POURED IN SET IN SIMPSON or USP - COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) -- PLACE SILL (PER BLDR) ! HIGH G STRENGTH EPDXY (MIN. 6 0926) OVER CM , 8 CMU BLOCK EMBEDMENT e FATHER STRIP MOLDING AROUND DOOR — - - r GM F ,. I - L. A • �. 6 (RER 5 SPECIFICATIONS) PER MANUFACTU 2x6 P.T. WOOD STUD SECURED TO FILLED CELL wl (3)y" x 9" ANCHOR BOLTS w/ 2" - GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKSENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDEV__:vlERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ' ALVANIZED STEEL VERTICAL TRACK A (� B (BY OTHERS - INSTALLED PER SCALE: 3/4'=1'-0' " SCALE: 3/4'=1'-0' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000/115R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DX'tE: `6/27/18 I S#ALE: 1/4"=1'-0" EET D 3 BATT OR BLOWN -IN INSULATION MINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER 030 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU55 EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT l z k' �� ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS lz�o�..__:- ....:._.._ ---,.......__� SCHEDULE') SCHEDULE'- (4'-0' O.C. 6 SHEATHING SEAMS) METAL DRIP EDG >12111 ' GYPSUM BOARD OR 2' HIGH VA 2x6 SUB -BAN METAL DRIP EDG STRENGTH CEILING BOARD 2x6 SUB -BAN _ AIL VENTED TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT IMP50N 5P2 (USP 5PT24) 6 EVERY VENTED ALUMINUM SOFFIT E: OVER 4'-10" HIGH - EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) _ 12 x 2' WOOD SCREWS ALL SPACER FOR CONDITIONS WHERE TRUSS AND PER PLANONT. 2x4 RAT -RUN ATTACHED TO PER pLA—�- STUD LINE-UP, USE A 5IMP50N HILA - (USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS 6 16 O.C. INSTALLED s MID -POINT OF TRUSS WINDOW HEADER ALL INSULATION 8' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0" O.G. MAX 2x8 BLOCKING (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) - J' TEXTURED CEMENTITIOUS COATING MIN. INDOW (PER PLAN), ATTACHMENT (PER ASTM C926) OVER PAPERBACK ,�--$ATT OR BLOWN -IN INSULATION SECURED w/ (3) 12d (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALCS) - NAILS ,9 EACH EN 2 -LAYER WATER RESISTANT BARRIER OVER °-�; X X k ,/ �� EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ %8" x 6' 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW SILL METHOD PER 'NAILING SCHEDULE" ^w THRU-BOLTS rat 32' O.C. MAX, then SECURE GABLE _ WALL SHEATHING (TYPE AND ATTACHMENT WALL INSULATION TO 2x4 w/ 12d NAILS a 8 O.C. MAX 1 1/2' METHOD PER 'NAILING SCHEDULE" XTERIOR BEARING STUDS (R -VALUE PER ENERGY GALCS or - —DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [ SIZE AND SPACING PER NOTE 021 SECURE GABLE TO DBL TOP PLATE w/ SIMPSON _ VA OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER I (or E 124" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING SHEATHING MUST NOT BREAK WITHIN C': �4" T8G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON METHOD PER "NAILING SCHEDULE') M6TA24 32" O.C. MAX V-4' MIN, FROM 2nd FLOOR L1NFRAME WALL SECTION — GABLE ROOF or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6) I6d NAILS SCALE: 3/4'=1'-0' 4B SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B� PIT7__j NOTE: HINGLES OR TILE (PER BLDR) A2 "GYPSUM BOARD OR 2" NIGH BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRU55 OVER *30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF (PER PLAN) DIAMETER OF AT LEAST i i INCHES (32 MM) THE FBCR 6TH EDITION (2011) CONC. FILLED U -BLOCK w/ 4 DOUBLE TOP PLATE AND NOT GREATER THAN 2 INCHES (51 MM). Zi (1) "5 CONTINUOUS REBA FRECA5T LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT `�� X '��(� OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG �, ATTACHMENT METHOD PER NAILING ATTACHMENT PER MFR. j PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE') SPECIF ICAT IONS ly4._ MAX _. GREATER THAN 6 a INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT " GYPSUM BOARD OR HIGH MIN. OF 2 a INCHES (51 MM). EDGES SHALL HAVE g" TEXTURED GEMENTITIOUS COATING MIN. a ALL INSULATION � x A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALLS) � EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) ,@ EACH 2X8 STUD PRECAST OR POURED IN ! m 2 -LAYER WATER RESISTANT BARRIER, OVER 0000 UPLIFT CONNECTOR PLACE SILL (PER BLDR- �" GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE" " TEXTURED CEMENTITIOUS 1) "5 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYP "2 WOOD STUDS 12" O.C. MAX C92(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE " P.T. FURRING STRIPS 16' O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT a S" CM HANDRAIL AND THE 12' O.C. MAX w/ 1" EMBEDMENT( WALL SHALL BE 1 Y' w/ 2' DIAMETER WASHER" GYPSUM WALL BOARD OD BASE 2x8 SYP *2 WOOD STUDS 6 12' O.C. M -A ---X 42"KNEEWALL -- _-- __.-- IMPSON SPI (USP 5PT22) 6 EACH 2x8 STUD 7B�4i I) COURSE TIE -BEAM POURED SOLID w/ A 1 J CONCRETE w/ (U 15 REBAR HORIZONTALLY ONCRETE SLAB j CONTINUOUS HANDRAIL RECAST LINTEL (SEE FOUNDATION PLAN FOR SIZE I AND REINFORCEMENT) WINDOW (PER PLAN) _ (SIZE AND REINFORCEMENT • ° • - 34" MIN. TO 38" MAX AFF. o ATTACHMENT PER MFR. � PER PLAN) XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE a SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) 1 STAIR HANDRAIL 1 Two STORY SCALE: 3/4 -I 4APRECAST OR POURED IN TWO STORY SCALE: 3/4'=1'-0' '0 w w PLACE SILL (PER BLDR �o 16d NAILS 8" O.G. MAX w" TEXTURED CEMENTITIOUS TEXTURED CEMENTITIOUS COATING MIN. (PER COATING MIN. (PER ASTM ALL INSULATION n o ll (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING Is EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL C926) OVER CM — —CONTINUOUS 2x4 w/ (4) 16d NAILS TOP n o I" INTO TRUSS w/ (4) 16d NAILS 1@ EACH EN - LATH, OVER APPROVED 2 -LAYER WATER RESISTANT o GYPSUM WALL BOARD OF FLOOR TRUSS (TOP 2x4 SUPPORTS-- 3�4' T4G SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) > 4" P.T. FURRING STRIPS 16" O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHOD PER "NAILING SCHEDULE' �4' TdG SUBFLOOR (ATTACHMENT 1 1) *5 CONTINUOUS REBAR 6 16' O.C. MAX, IN XTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE") Q o E CONCRETE POURED CELL Sd RING SHANK NAILS a 4" O.C. [ SIZE AND SPACING PER NOTE (VERIFY PER PLAN) �zz MAX INTO BLOCKIN 121 UNDER CATEGORY TIMBER m ICU, OOD BASE PRE-ENGINEERED FLOOR TRUS ON GENERAL NOTES SHEET GN)] ) RE -ENGINEERED FLOOR TRUSS <� 2 � 2 CONTINUOUS 2x6 w/ (6) 16d NAILS m «� �MfN. IN SLAB( N REBAR 48 LONG w/ 6 HOOK EMBEDDED STRAP BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 � ' I � 24' O.C. (MIN. 24" IN SLAB) 7B Cor EQUIVALENT) _ _ .- - 2x4 BRACE 6 48' O.C. w/ (5) 12d NAILS 7B IS A NAILER FOR WALL SHEATHING) • , - - EACH EN WA (PER PLAN) WA2 - j" GYPSUM BOARD OR 2' HIGH F 4' CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR E: __ 2' TEXTURED CEMENTITIOUS ::. A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM"GYPSUM BOARD OR HIGH ° POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ = C92(o) OVER CMUCOMPACTED CLEAN TERMITE TREATED FILL STRENGTH CEILING BOARD --- z TE:- 6 _ 6 6 (1) 05 CONTINUOUS REBAR —(3) 05 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONG. FILLED U -BLOCK w/ 0 2.0 (1) 05 CONTINUOUS REBAR BREAK WITHIN V-4' MIN. FROM 2nd PERPENDICULAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION SCALE: 3/4'--1'-0' PARALLEL TO BLOCK TO BLOCK TWO STORY SCALE: 3/4'=1'-0' A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS [ARCHITECT: STATE OF FLORIDA JUN 2 7 12079 D,A 4t E: 6/27/18 SHEET MSTCM40 1/16' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING - 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL A STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40----,\ ( INSTALLED ON TOP OF WALL SHEATHING SCALE: V.S. 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD Pi: 7111--2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40------,,, (INSTALLED ON TOP OF WALL SHEATHING 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD �— 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SCALE: RTS. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) #' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 V 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD Wl li(o) I(od SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 /Y 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL PRE-ENGINEERED FLOOR (GIRDER DRAWN) HTT-4 SECURED t0 STUD Wl (20) 10d X 1 �' NAILS USP KSt260 (ATTACHED PER BEARING POST/ MANUFACT'URER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION M (HIT -4 METHOD) 3 CORNER TO POST SCALE: "TS. 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: M.S. FIN. FLR TOP OF MASONRY WALL ELEVATION VIEW B SCALE: V.S. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' OSB. SHEATHING OR 1/2' CDX PLYWOOD BEARING POST/ BEARING STUDS (PER PLAN) OPTION "2 (K51260 METHOD) IDS J' T t G SUBFLOOR GLUED " NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL 5 1/16' 0.5.8. SHEATHING OR 1/2' PLYWOOD ' T t G SUBFLOOR GLUED All, NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL 5 1/I6' O.S.B. SHEATHING OR 1/2' PLYWOOD U PLAN VIEW - 2x4 WALL DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD U PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: KTS. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: V.S. --ENGINEERED FLOOR TRUSS 4C. FILLED LINTEL BLOCK W/ (1) 05 4TINUOUS REBAR -4 SECURED t0 STUD W/ (20)10d ' NAILS 'A.T.R. IN HIGH STRENGTH EPDXY X1.1' EMBED) PRE-ENGINEERED FLOOR TRUSS CONIC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED t0 STUD W/ (20)10d X I J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR A It C H IT E C TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.com AA M 0003325 SUBDiv & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHrTECT-- STATE OF FLORIDA JUN 2 7 D E:� 6/27/18 S AT SHEET \DDDDOOODOJ SUBDiv & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHrTECT-- STATE OF FLORIDA JUN 2 7 D E:� 6/27/18 S AT SHEET NOTE: CURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON 5P4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SFT(o) FLOOR LINE EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TFAJSS PRE-ENGINEERED ROOF TRJ5 --- � [ SIZE AND SPACING PER NOTE x"21, CONNECTOR (VERIFY w/ TRUSS PLAN) r UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -- OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS a TOP \000000000 RIPPLE STUDS 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL KING STUDS _- (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT SIMPSON MTS12 or USP MTW12 TO LEDGER � 24' O.C. _ - � ' REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES __ RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or : ; (SIZE PER PLAN) .. ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTS SECURED TO TRUSS w/ %a' x 5' -- (EACH SIDE OF OPENING) LAG SCREWS 0 24' O.C. MAX a MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) lbd NAILS (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 TITPRECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENTFOR DOOR /WINDOW DETAILS AND SPECIFICATIONS) PER PLAN) OPENING _EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'.r -m' % % U, v/ =� GENERAL NOTES SHEET GN)] ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: 1, / or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN FLOOR LINE Al / ECURE BOTTOM PLATE TO SLAB w/ TRUSS BAYS w/ l3)12d NAILS EXTERIOR BEARING STUDS x 9 ANCHOR BOLT w/ 2 WASHER EACH ENDJ PRE-ENGINEERED ROOF TRUSS -�r [SIZE AND SPACING PER NOTE 021, SET IN SIMPSON HIGH STRENGTH ---� UNDER CATEGORY TIMBER ON , -`. EPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PLA MTS12 STU GENERAL NOTES SHEET GN)] _ _ _ . - ______. ' `� EMBEDMENT MIN. 32' O.C. MAX EVERY 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SIMPSON MT512 or USP MTW12__ 4 SCALE: 3/4'•I' -m' 6 Two STORY SCALE: 3/4'•I' -O' TO LEDGER 0 24 O.C. ` `-- - -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER ECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP8 or USP SPT8 SECURED TO TRUSS w/ %a' x 5' SIMPSON SP4 or USP SPT4 g TOP 4 BOTTOM LAG SCREWS 32' O.C. MAX (FOR 2x6 WALL USE SIMP50N SP6 or USP SPT(o) *; MBEDDED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS ° 4CAST LINTEL -PREJ. ri CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENT DOUBLE TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) RIPPLE STUDS 0 16' O.C. MAX (SIZE PER PLAN) KING STUD SIMPSON or USP MSTA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD o EACH JACK STUD 2 PARALLEL , , , SCALE: 3/4 •I -m HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN o 2x8 SYP "2 WOOD STUDS 0 12 O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING t0 BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMP50N or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK W/ (4)16D NAILS 0 TOP OF JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 (2) KING STUDS 0 EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUIREMENTS CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) OF 2ND FLOOR) EXTERIOR BEARING STUDS 2X EXTERIOR STUDS i/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED G [ SIZE AND SPACING PER NOTE x'21, UNDER CATEGORY TIMBER ON UNDER WITHIN 6' FROM EACH END 4 NO MORE THAN 12 O.C. STAGGERED ROOF TRUSSES _ %_, '- GENERAL NOTES SHEET GN)] NOTE: ROOF - . % JACK STUD ASSEMBLY TO BE CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d NAILS (2) FROM VARY WITHIN 6' EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. IR. 77T SECURE EACH JACK 4 KING STUD WINDOW SILL w/ CRIPPLE STUDS a 16' O.C. ' DIAMETER ANCHOR BOLT a 12' O.G. / TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 MAX w/ i' EMBEDMENT w/ 2' DIAMETER WASHER TOP OF WALL ' Q� HEATHING TO LAP TO TOP OF SIMPSON or USP MSTAM24 0 EACH JACK 6el:� - !=' �- MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3) 4' x I %' TAPCONS TO CMU MIN. 2' COVER 4 2' APART ...... . _._ _--._-__----------_ _.-_ .___----__-__-- :" • _ `- FROh12ND FLOOR LINE ---- -- - w/ FIRE -ENGINEERED CONT. 2x6 w/ (6) lbd NAILS • • 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS (BOTTOM 2X616 FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'■I'-O' 5 TWO STORY SCALE: 3/4'4-0' 7 Two STORY SCALE: 3/4'■1'-O' A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LO WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JUN 2 6/27/18 ibAALE: 1/4„_1,_O„' �r� \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JUN 2 6/27/18 ibAALE: 1/4„_1,_O„' �r� Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Slidina Glass Doors - DOUBLE PANE LOW E F # Part 0 Unit Size Des ion Masonry Openina Fromg Oponing FL# Part # Unit SIZODowAvIllon Maswry Opening Frame Oponing Sliding Glass Doors VInyIFL# 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 1901 2" 16100 _Windows L0369270 EA 26 TW 1/2 EYEBROW - WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" 14634 _: L0434206 _ - : EA- _12/0 X 8/0 OXXO_ _ DOOR SGD ALUM (WHITE) W/SCRN -- -- 147 X 961/2 -_- _ 16100 16100 16104 16103 16104 L0367192 L0297193 L0426486 L0367491 L0366_994 _EA- EA EA EA EA --26 TW W/ARCH - _ 26 TWIN 2626 FX 2640 2650 FX _-_-_-WDW_ VINYL SH W_/GR & SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL W/GR WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH CLEAR NO GR NO SCRN 741/2 X 76 741/2" X 72' 301' X 30" 3011 X 48 30" X 60" 14634 L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 191" X 961/2" - TO 286" 14634 14634 L0354136 = L0298912 EA EA 5/0 X 6/8 5/0 X 8/0 DOOR SGD ALUM W/SCRN DOOR SGD ALUM (WHITE) W/SCRN 621/4" X 811/2" 621/4 X 96 1/2 14634 L0295466 : EA 6/0 X_6/8 DOOR SGD ALUM (WHITE) W/SCRN _ 741/4" X 811/2" �- 14634 14634 14634 _ 10295467 L0303298 L0310660 EA EA EA 6/0 X 8/0 - 8/0 X 6/8 8/0 X 8/0DOOR DOOR SGD ALUM (WHITE) W/SCRN DOOR SGD ALUM (WHITE) W/SCRN _ _ SGD ALUM (WHITE) W/SCRN _ _ 741/4" X 961/2" 981/4" X 811/2" 981/4' X 961/2' 35317 !0354138 EA .._. 2850 WDW VINYL CSMT W/GR &SCRN 32" X 60" 16103 L2040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN 32" X 72" 16104 L0296557 EA 3/0X3/0 FX TM_P _ _ _ WDW VINYL SH CLEAR NO GR - 36" X 36" 14634 14634 L0329528 EA -9/0 X 6/8 - DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2" 16104 L0429520 EA _ 3024 FX TEMP - - WDW VINYL FX CLEAR NO SCRN \000000000 36" X 28' L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN 36" X 36" 16104 L0317308 EA 3030 FX WDW VINYL SH WHT W/GR & SCRN 36" X 36" Vinyl FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 16103 16103 16103 16104 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR 16103 L036S362 EA 3030 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 36" X 59" L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 10352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" 10439893 EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 S/8' 16103 L0369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48" L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" L0369271 EA 151/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8' X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN 721/2" X 52" L0369273 EA 161/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 721/2" X 48- L0429521 !0430156 � � !0_434427 EA EA EA 1620 FX 1624 1634 FX WDW VINYL SH W/GR NO SCRN H W GR NO SCRN WDW VINYL S / Y HT W R WDW VINYL FX W /G --_-- _-_ -__ 18" X 24" n " 1 X 28 $ 1 X $ 40!031730 16103 16103 16103 16104 L0423134 L0298921 7 L0367489 EA EA EA EA 3040 W/1/2 RND 3050 AR TOP 3050 CH O 3050 FX WDW VINYL SH W/GR & SCRN SCRN WDW VINYL SH LEARN R W SCRN C O G W/ WDW VINYL SH W R N /G &SCR WDW VINYL NO GR 36" X 70 " 11 36 X 60 11 It X 36 � 64 36" X 60" 16104 _ _ _ L04390_04 _ EA_ 1836 FX ARCH TOP WDW VINYL FX W/GR & SCRN -- 20" X 46" 16103 _ L0303300 -_: _ EA_ - _ - 1H2 TP_ WDW VINYL SH W/GR 271/2" X 26" 16100 L0366804 EA 3050 TPL WDW VINYL SH CLEAR NO GR W/SCRN 109" X 60" 16103 !0412312 EA _FX _ _ - iH3 WDW VINYL SH NO GR W/SCRN 271/2" X 38 3/8" 16100 !0298922 EA 3050 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 721/2" X 60" 16103 L0317304 EA _--_ _ 1H4 - WDW VINYL SH CLEAR NO GR W/SCRN _ - 271/2" X 50 5/8" -_-------_-___-_-- 16100 ----�-__ L0354148 EA - 3050-4050FX-3050 -- WDW VINYL W/GR & SCRN -- 121" X 60" 16103 L0419869 -: EA_ _ 1H4 W_/_l_/2R_ D - T WDW VINYL SH W/GR & SCRN 271/2" X 68 5/8" 16103 L0419409 EA 3056 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 70" 16103 10319054 : EA_ _ _ 1H5 WDW VINYL SH W/GR &SCRN _ _-_ 271/2" X 63" _ 16103 16103 16103 16103 10477376 !0367188 L0329525 L0364384 EA EA EA EA __- _------------___-- 34 35 35 ARCH TOP 36 -_.------..____ _ -.-- _ WDW VINYL SH_CLA_R NO GR W/SCRN WDW VINYL SH NO GR W/SCRN WDW VINYL SH W/GR & SCRN WDW VINYL SH W/GR & SCRN --_----._._ 541/8" X 50 5/8" 541/8” X 63" 541/8" X 67" N 541/8 X 72 16103 16103 16103 _ _ !0419870 �: !0432419 L0317306 EA EA EA _--- __- 1H5 W/1/2R0 - 1H6 1H6 ARCH TOP WDW VINYL SH W/GR &SCRN----____ WDW VINYL SH CLEAR NO GR WjSCRN WDW VINYL SH W/GR & SCRN 27�„.X $iN 271/2" X 72" N __._,._...,,..,-_,. 271/2 X 76 ----.-_-.-__ -.- 16103 L0298906 : EA- _ 1H6 TMP W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 90" 16103 L0327816 EA 36 ARCH TOP WDW VINYL SH W/GR & SCRN 541/8" X 76" 16104 L0434441 EA -�-� 2020 FX WDW VINYL FX CLEAR NO SCRN 24" X 24" 16104 16103 L0367490 L043OS47 EA EA 4020 FX TMP 4030 FX TMP WDW VINYL FX CLEAR NO GR WDW VINYL SH CLEAR NO GR _ -- _ _ -_ 48" X 24" 48" X 36" 16104 L0298926 EA 2020 FX ARCH TOP WDW VINYL FX WHT W/GR 24" X 28" 16104 L0369491 EA 2026 FX WDW VINYL FX WHT W/GR 24" X 30" 15865 10434426 - EA 4036 WDW VINYL SLIDER WHT W/GR & SCRN -----.-------__.-__ 48" X 42" _ _ 16103 - -_-- L0327818 EA -----__.--- 2030 -_---------------_____._-- WDW VINYL SH CLEAR NO GR W/SCRN ----.----___.-------._-_____-_ _ __._. 24" X 36" 15865 L0354129 EA _-------------.__-- 4040 - WDW VINYL SLIDER NO GR W/SCRN -------------____-_ 48" X 48" 16104 L0352196 EA 2030 FX _ __._______----------_-_.- WDW VINYL FX WHT W/GR -----.---------_.-__ _.___.._.._ 24" X 36" 16104 16103 _ L0354141 10368324 EA EA 4040 FX 4050 WDW VINYL NO GR48" WDW VINYL SH WHT W/GR & SCRN _-- X 48" 48" X 60" 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 24" X 52" L0434444 EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 16100 L0427856 EA 4050 TWIN WDW VINYL SH W/GR & SCRN 961/2" X 60" L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 L0460341 EA 5/0X5/0 FX TMP WDW VINYL SH CLEAR NO GR 601# X 60" L0366113 EA 2040 ARCH TOP WDW VINYL SH W/GR & SCRN 24" X 52" 15865 L0298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCR 4 60" X 52" L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" L0417692 EA 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 L0295461 EA 54X27 WDW VINYL 1/2 RD W/GR 54" X 31" 10298929 EA 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28XS61/2 RD WDW VINYL W/GR 58" X 61" L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN 24" X 98" 16104 L0298911 EA 58X40X30 ARCH WDW VINYL W/GR 58" X 44" L0351034 EA 23 WDW VINYL SH CLEAR NO GR W/SCRN 3$" X 38 3/8" 16103 10314657 EA:P3 WDW VINYL SH NO GR W/SCRN 27 1/2" X 38 3/8" L03_19052 L0369187- _ L0432425 ----: L0298907 _-- EA -EA EA EA 24 _24 W/1/_2RD_ __ 24-5 W/_F_LANGE _-_ 2430 _ - WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH W/GR & SCRN WDW VINYL SH W/GR & SCRN WDW VINYL SH W/GR & SCRN 38" X SO 5/8" 38" X 74" 38" X 561/4" _ 28" X 36" Transoms 16104 L0429519 EA _ 2014_ _ _ TRANSOM VINYL WHT NO GR_ _ _ -- 25" X 17" 24" X 16" 16104 16104 L0354132 L0354133 EA EA 3014 3044 TRANSOM VINYL W/GR TRANSOM VINYL W/GR 37" X 17" 37" X 53" 36" X 16" 36" X 52" 16103 L0367488 EA 2436 FX WDW VINYL SH WHT W/GR & SCRN 28" X 42" 16100 16103 L0430846 L0298908 EA EA 2450 TWIN 2460 TMP WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH W/GR & SCRN 28" X 60" 28" X 72" 16104 L0324888 EA 3214 TMP TRANSOM VINYL WHT NO GR 39" X 17" 3.81'X 16' 16104 L0328436 EA 3616 ARCH TRANSOM VINYL WHT W/GR _ _ - - _ 43" X 23" 42" X 23" 16103 L0295456 EA 25 - - WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" 16104 L0354134 EA 3624 ARCH TRANSOM VINYL W/GR 43" X 33" _ _ - - _ 42"_X 33"_ -- �- -�� - 16103 16103 16100 L0300838 L0295460 L0310640 EA EA EA 25 ARCH TOP 25 TMP W860 1 2RD / / 25 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN3_8" WDW VINYL 5H W/GR &SCRN.-.-_____-__.-_._.__.__. WDW VINYL SH WHT W/GR & SCRN_ _ - X 67" _ 38-X $6 741/2" X 75" _ _—_ — - 16104 16104 16104 16104 L0329526 _ L0300837� 10295463 L0354135 EA EA EA EA _4013 4613 4620- 4626 ARCH TRANSOM VINYL WHT NO GR TRANSOM VINYL WHT W/GR TRANSOM VINYL WHT W/GR TRANSOM VINYL W/GR 49" X 16"--- 55" X 16" 55"X 25" 55"X 34" __..._ 48" X 15" 54" X 15" 54" X 24" 54" X 34" 16100 L0300839 EA 25 TW W/ARCHT WDW VINYL SH W/GR & SCRN 741/2" X 67" 16100 L0295457 EA mm 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN -- 741/2" X 63" 16104 !0354131 EA 5016 TRANSOM VINYL W/GR 61" X 19" 60" X 18" 16103 L0317305__- -. EA _ _ - 25 W/1/2 RD WDW VINYL SH W/GR & SCRN_____ 38" X 86" 16103 !036949_0 EA _ 26 -- -- WDW VINYL SH CLEAR NO GR W/5CRN - -- -_ __.38" X 72" Doors 16103 L0295459`-_- . -EA 26 ARCH TOP WDW VINYL SH W/GR & SCRN- 38" X 76" -- EA 2/8 6/8 Door 35S/8 X 831/16" _341/8" X 82 5/16" 16103 16100 L0361749 L0434442 -� �' EA EA _ 26 TMP W/1/2 RND____.__ 26 TRIP _ __._._.. _ _ WDW_ VINYL SH_W/GR & SCRN- WDW VINYL SH CLEAR NO GR W/SCRN ... - 38" X 95" ____-.___ ___.___ 111" X 72" __- _______.____ _ ______._ EA T _ 3/06/8 Door 39 5/8" X 831/16"_ 381/8" X 82 5/16" EA EA _ _ - 2/88/0 3/08/0 _._._ _ Door Door .-_ _ _ _ - 35 5/8" X 99 1/1601 _-_--__39.5/ 8" X 991/16" 341/8" X 98 5/16" - 381/8" X 98 5/16" A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 -1 SUIBMV. ac LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA JUN 2 7 8/27/18 SCALE: 1/4"=l'—O" SHEET D 7 \000000000 -1 SUIBMV. ac LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA JUN 2 7 8/27/18 SCALE: 1/4"=l'—O" SHEET D 7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 5TUD EXI5T5 BEYOND EXCEPT STAPLES W/ %8' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY_ STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED I' 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/ A5TM C1063 2. WIRE TIES TO BE (NO. 18) 0.04715' WIRE 3, SLOGKINCx SHOWN MAY $E IN ADDITION 70 WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 058 AROUND PENETRATION 'OR LE55 PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE 50770M HALF OF THE PIPE AND WRAP AROUND THE PIPE, PER FBC 8703.1.1 i. ToK TO 9' MGAP M * I h' To a, EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 PIPE PENETRATION DETAIL SC"s N.TA. 8' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED '91' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL 5TUD 1 TYPE "M" CONTROL JOINT SCALE: VA. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. 131 EIr Ira 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 *1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRS LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SECTION METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 058 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING MEM5ER5. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY SE PATCHED PEEL 4 STICK WOOD 5TU 5HEATHI WRB I TAPED T SHEATHING w/ Wi 02 OVER TOP. 0 "2 TO BE LAPP._ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1' I' MIN. LAP • HORIZONTAL LATH & PAPER DETAI_L SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) LAP D��LPAPER .E: KTs. WOOD SHEATHING WATER RES16TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. 5PEC5) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP 4 99C FLASHING SCALE: N.T.S. NOTE : APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' ,s VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAF VERTICAL LATH & PAPER DETAIL STUCCO ' TH I CK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER IT (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO _ WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8703.1.1 / A5TM C-041-09/ MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE51STIVE BARRIER A R C H IT E C T$ /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \00000000�� SVHDIV. de LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA JUN 17 D�ICTE: 6 /2 7 /18 SCALE: 1/4 '> =1' - 0" SHE�ET� A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 TEXTURED CEMENTITIOU5 COATING WRB LAYER *1, 5TUCCOWRAP COR APPROVED - EQUAL) _ WRB LAYER 02, FORTIF15ER BUILDING }' WOOD SHEATHING X ' THICK, 3 COAT PAPER COR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP COR APPROVED SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PEKE HOODED VENT ATTACKED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. -=, „�k APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 0/2' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER 1' MIN. .;:;;;,•::.:~ �.. r'f•' • t•.,1 SELF -ADHERING FLASHING - -_ "' SIDES, y' SEALANT JOINTS ALL AROUND _�•�� ra, :Y THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH *L4R�R VENT BLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER *2, FORTIF15ER BUILDING :.. a PAPER (OR APPROVED EQUAL) BUILDING PAPER FELT UNDERLAYMENT�T.s. J �1�ER VENTFRAME OVER 'QUICK FLASH" -103.x.1 o PIPE THROUGH WALL PER FBC R SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 31 FASCIA WRAP �000000000� EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL , EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASK' A5TM C 926-12A. FASTEN 4' O.C. MAX. &LENT PENETRATION : NTs. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WR8 LAYER 02, FORTIF15ER LEGEND UJOOD UJRB LAYER 01, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUCCOWRAP (OR rc APPROVED EQUAL) (WRB LAYER 1, STUCCOWRAP INSTALL KICKOUT FLASHING 5KICKOUT DETAIL 8G4LE: HTB. WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER *2, WOOD ` OR APPROVED EQUAL AT BOTTOM OF ROOF WALL .-7/S' TEXTURED FINISH WOOD UJRB LAYER *2 INTERSECTIONS FORTfFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL ' (FORTIF15ER BUILDING PAPER BUILDING PAPER COR S M CMU MEMBER -9 71' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE APPROVED EQUAL) Na'' = T+° -� /s' TO MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE UJATERPROOFER or 1 _ THICK, 3 COAT CEMENT WOOD FRAMED ', PLASTER x~ JEEP 5CREED 6' WIDE STRIP SELF STUCCO ate] SCRATCH COAT PRIOR TO ELEC. METER - WALL t : �/8" TO �/S' MID-UJALL =Y' ADHERING FLASHING, CLEAN _ _ _ .. __ WOOD SHEATHING ��f �� - INSTALLATION WEEP 5GREED MASONRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/uJAI) 6" SELF -ADHERING FLASHING TEXTURED FIN15H @ MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER FBG 8103.1.1 / A5TM C ELEC. METER FIELD VERIFY 7A scaLE: N.T.S. 7B scALE: N.T.S. C-641_09, MIN, 2.5 L85. PER 5Q. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY 5EALANT AT WEEP 5CREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS 50TTOM OF THE 80X, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH DUSK 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 TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX, OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER4. WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 I RB LAYER 1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 COR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD • ° • ° • ° • ° • 0 0 0 - O OVER STUCCO/ G.Y. FINISH ._ ..____ _._ FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D" FELT OVER 5ELF-ADHERING FLASHING ° ° COR APPROVED EQUAL) o0 00 OVER 60 MIN GRADE '' o' o o D (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF UJA1 OVER APROVED HOUSEUJRAP FELT -PROVIDE SEALANT o0 0' METAL LATH j.:�NETRATION 'PIPE PENETRATION DETAIL" 8)R�ALE- #2, AT ALL JOINTS AND ° .0. .0°° ° INTERSECTIONS EXTERIOR APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER FORTIF15ER uJATERPRooFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 9 ELj��TRICAI RECEPTACLE r� STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. de LOT: KENSINGTON RESERVE (LOT #115) MO DEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUN 2 7 201 6/27/18 SdAL C: 1/4"=1'-0" SHEET WA2 �000000000� SUBDIV. de LOT: KENSINGTON RESERVE (LOT #115) MO DEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUN 2 7 201 6/27/18 SdAL C: 1/4"=1'-0" SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION Y4" NAT CHANNEL W/ %a' TYPE "X' DRYWALL WOOD SHEATHING WR5 LAYER *1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WR5 LAYER *1 r 5TUCCOWRAP \" ,` `-l'. 1, ", (OR APPROVED EQUAL) AMICO AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR — SEAL GAP 10A WR5 LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM(o6-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) `> WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) -' WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) sc 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMICO AM6(o-WFWC-180 CUSTOM CASING 5EAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y2"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER 6" PEEL 4 STICK 6 DRIP EDGE TO DECK 5U5 FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y2'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR SACKER ROD 4 SEALANT 91' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG 5EAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CASING 5EAD ***COMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER �, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING DEAD 5/8' TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FINISH !'THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, /2" MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR 5ACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CASING DEAD WEATHER RE515TIVE 5ARRIER *1 WEATHER RESISTIVE 5ARRIER 02 - f DECK MEM5RANE, EXTEND OVER DRIP EDGE X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-841-091 MIN. 2.5 LBS, PER 5Q. YARD IUTIL f TY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CON5TRUCT I ON WEATHER RE515T I VE 5ARRIER #1 WEATHER RESISTIVE 5ARRIER 02 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/5EAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) (4L�R!P . EDGEINSTALLATION Y4' GAP FOR 5ACKEi;� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING DEAp WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5U5 FLOOR DRIP FACE TO TREX MODIFIED (30 VINYL (OR APPROVED EQUAL) CA51NG DEAD 1 )/2'X Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1St LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE 5ARRIER I WEATHER RES15TIVE 5ARRIER 02 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD ( SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP INSTALLATION �IIII ••*CCMPONENTS PALLED APART FOR CLARIt1' $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG 5EAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD NOTE: SET RAILING LAG 5OLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o 1" O.C. MAX. UJR5 LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIP15ER 5UILDING PAPER (OR APPROVED EQUAL) RNER BEAD @ FRAME &LI: rita. CORNER 5EAD (FASTENER 4 SPACING 1" O.C.) cMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT t�ER BEAD 0 BLOCK OLUMN SHEATHING WEATHER RE615TIVE 5ARRIER1 WEATHER RE515TIVE 5ARRIER 02 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y12'x3' "L' FLASHING FULLY EM5EDDED IN ROOF CEMENT I Y2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF 5EALANT, /t/2' MIN. SPACE FROM DRIP FACE TO TREX / \ �-WEATHER RESISTIVE 5ARRIER I WEATHER RE515TIVE BARRIER *2 EXTERIOR COLUMN -COLUMN SHEATHING �6" SELF ADHERING 4 FLASHING :1 X2'x3' "L' FLASHING FULLY E�15EDDED IN ROOF CEMENT Y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN -VINYL (OR APPROVED EQUAL) CASING DEAD -WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER -METAL LATH —WOOD SHEATHING - WEATHER RE615TIVE 5ARRIER 01 -WEATHER RE615TIVE 5ARRIER 02 - 4' POSITIVE DRAIN WEEP SCREED - NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP COLUMN W GE INSTALLATION L FLASHING A R C H IT E C TS Desjn p 1 o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT [-) STATE OF FLORIDA JUN 2 7 ZfB JAMES DATO: 6/27/18 SHEET \ODODOODOOJ SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT [-) STATE OF FLORIDA JUN 2 7 ZfB JAMES DATO: 6/27/18 SHEET WOOD SHEATHING WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LATER 1, 5' (OR APPRO� WRB LAYER #2, FORTIF15E PAPER (OR APPRO� P ' TH CEME1 (o' 5EL{ WINLvw CASING BEAD @ WINDOW FRAME, NO BAND WOOD CONSTRUCTION BEYON WOOD 5HEATHIN WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER x/16' X 1 Y4' LAP 51DING W/6' REVE4 (o' 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION IN5TRUCTION5 DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z" FLA5HIN STUCCO CA51NG BEA. SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 alb" X 1 Y4' LAP SIDING W/6 REVEAL 6' 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLA5HING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a" FLEXIBLE PVC BACKER ROD) (o' 5ELF-ADHERING FLASHING %a" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 �TUCCOWRAP EQUAL) IG :ORTIFIBER R (OR IAL) T :R WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL; METAL LATH 8' TH I CK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (o'5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP x (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH wLTHICK, 3 COAT OR CEMENT PLASTER WINDOW FLANGE ---� lUR6 LAYER "I, 57UCCOUJRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE 13BFRAME, W BAND SC KTP (o' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6' 5ELF-ADHERING FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6' 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP h' MIN. ABOVE TOP OF 'Z' FLA5HING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 GALV'D METAL "Z' FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP (o' MIN. ABOVE TOP OF "Z' FLA5HING 6' SELF -ADHERING FLASHING WEATHER RE615TIVE BARRIER #1 E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 02 L SIDING FRAME TO TO STUCCO FRAME TRANSITION IN END DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO . 4 o q.. Qa WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TM C-84-1-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) r5EALAN?— WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER 6 STUCCO TO SIDING TRANSITION—\ SIDING—, )4' GAP TYP CASING BEAD TO TRIM ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING 'WRB LAYER #1, 5TUCCOWRAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (o' SELF ADHERING SIDING TO STUCCO FLASHING OR PEEL 4 STICK CASINGA WOOD SHEATHING METAL LATH WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ' TH I CK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD @ RAISED BAND FRAME @,5u_ KLT WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER a" TH I CK, 3 COAT CEMENT PLASTER' THICK, 3 COAT CEMENT PLASTER 4 GAP TYP METAL LATHICt=AlMETAL LATH ASING BEAD ANT TO WINDOW //— WRB LATER #2, FORTIF15ER BUILDING . PAPER (OR APPROVED EQUAL) WOOD SHEATHING , ` WRB LAYER #2, FORTIF15ER WINDOW FRAME---\ WRB LATER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2' (W/%a' FLEXIBLE PVC BACKER ROD INCLUDED) APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP 1,� ERZ BEAD WINDOW CASING BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a' FLEXIBLE PVC BACKER rtROD INCLUDED) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (o' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C TS 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 r � \000000000 svHDIV. ae LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA JUN 2 7 20 DA : 6/27/18 SHEET� UV CUT HOU5EWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY SECURE HOU° ',P UNDE STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 18: NTA. (FRAME) APPLY OSI HZU COR EQUAL) SEALANT a WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO UJHITE-SEAL R--865 OR EQUAL). SLOPE SILL TO EXTERIOR FLASHING FOLD IN AT J, SLOPE INSTALL V SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' 5ELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STFP 2 ALIGN FLEXIBLE 5ELF-ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL APPLY 3/8' NOM. CONTINUOUS 5EAD OF SEALANT AT JAMBS APPLY TO BACK 41LING FLANGE IN 'PUNCHED HOLES OR 5LOT5, NOTE: 1, IT 15 THE CONTACTOR5 RESPON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5EALANT5 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQU I REMENT5. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT V 5ELF-ADHERING c OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING 1' MIN BEYOND JAMS FLASHING INSTALL VINYL DRIP CAP SUPER STRETCH BUTYL FLASHING SND DAMS REQ'D. AT EACH END OF SILL 01L't / 'MIN. TEXTURED :EMENT I T I OUS COATING )VER 5LOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE 1' MANUFACTURERS WRIT INSTRUCTII APPLY MEM5RANE FLASHING OVER JOINT 'MIN. TEXTURED :EMENT I T I OU5 COATING )VER 5LOCK 01I r U V WIDE ADHESIVE :LEXI5LE FLASHING 'R DRIP CAP JOINT :TO -WRAP 5T-20XL %PPROVED EQUAL) ' MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS �") (MIN. THICKNESS 511) (MIN. THICKNESS j") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 0 1 ul v g' MIN. TEXTURED CEMENT I T I OUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS V) SIDING LOOK S. FLORIDA A R C H IT E C TS 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JUN 2 7 2010 DATA \P/27/18 SC 4 :1/4'1=11-0)p SHEET � \OOOOODOOOJ SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #115) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 115R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JUN 2 7 2010 DATA \P/27/18 SC 4 :1/4'1=11-0)p SHEET �