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HomeMy WebLinkAbout3828 Crawley Down Lp (a)REVIEWED FOR CODE COMPLIANCE PANS E�AMINER 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 COT,4P ACTION TEST R EOtjIRED Resins to be Verified at Slab Inspection ;ViLD/NC SANFORD # 8- 2 9 8 3 ryanho m es.com • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION RYAN HOMES —ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM 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 CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS C.T. CERAMIC TILE PLYWD. PLYWOOD - VASD = 116 MPH 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) PROFESSIONAL ARCHITECT: • EXPOSURE CATEGORY — EXPOSURE C DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRECAST) JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN LOCAL AND STATE CODES DR. DOOR RM. ROOM AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY FRAMING DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG , NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN 1441 1441, NOD, FLORIDA 32750 BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLAN LONGEQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150—BF.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150—B I FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS CREEK SIDE 140-8 GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D6 SECTIONS/DETAILS DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE INTERRUPTER V.P. VAPOR PROOF REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W/ WITH WAl WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS HDR. HEADER W/H 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 IST FLR. LIVING low SGL FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2NO FLR LIVID 1,331 SGL FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,421 SGL FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 35 SGL FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 459 SGL FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 2, 4 SGL FT. 2 HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION PATIO 24 Ga Ft. THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H IT E C TS Desig2Grouo1nc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � BIIIIIIIIII .vovv000vv. SUHDIv. de LOT: KENSINGTON RESERVE (LOT#98) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PACE: COVER SHEET ARCHR'ECT-- STATE Or- ROMA JDATIa/ 6\/5/18 SCAE: 1/4"=1'-0" SHEET cSor 9 02 3 vn N GENERAL NOTES 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 AREAS FOLLOWS; A FLOOR LIVE LOADS f -S - A1. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 A3. ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 A7. STAIRS 40 A8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD fPSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VOLT. =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.S. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD(PSF1 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 M 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 ARE FOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE 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 MEMBERSARE 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' AF.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 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, ROOFICEILING 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 EXCEED450 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 0 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 NTH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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 MIN MUM 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 'A -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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'h-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1 2 3. 4. 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 HEREIRSEE 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 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXI MUM 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 'A 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 B' 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 MNMUM 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 MN MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE %*. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 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 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/, INCH AND NOT MORE THAN'/, INCH, REFER TO FBCR, 6TH EDITION (2014 SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476, 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 GROUTAT 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). 1 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 korr?) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM Cl l 16 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 MNMUM 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. 45, W31 OR D31 AND SMALLER ?' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA #11 AND SMALLER D. BEAMS & COLUMNS D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'X' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCHA MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (PDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 0.1. 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 LIM TED 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 FEICK 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE -1 OR 1/2' CDX PLYWOOD SHEATHING. PROVIDE PAWL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15132' APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MD -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/," SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. 13. 14. 15 21 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MIN MUM AREA SHALL BE 8 FT. SQ PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR RENEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION 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 BOLTSMAJLS 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 2x6 STUD SPACING @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXI MUM OF 32' HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/; PVC (SCHEDULE 40), INSULATED WITH'/e' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWERHEADS 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 X' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926 3. LATH & ACCESORIES PER ASTM -C- 1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMTED 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 - I lA AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTWC-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED 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 GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE. 05/18/18 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 oxmDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEL: S UMMERLAND (VERSION#01) PROD CCT#: 2897.000 o98R1 PAGE: GENERAL NOTES AFICf71 1 GC1 STATE OF FLOF�DA DAT#-. r/5/18 8CA&Z 04is=1'-0" GNOF 9 81111111111 �ovovovvvor oxmDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEL: S UMMERLAND (VERSION#01) PROD CCT#: 2897.000 o98R1 PAGE: GENERAL NOTES AFICf71 1 GC1 STATE OF FLOF�DA DAT#-. r/5/18 8CA&Z 04is=1'-0" GNOF 9 1 COLUMN DETAIL 6' WIDE RAISED 8' BANDNG (rmj +Z c0 +1 +17f 7r l \f7� (§ DETAIL 2 ) E 1 0 1N 61 @ ) DETAIL ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 1793M. NET FREE VEMM ATION AREA REQUMD (1/150) La KIM REQUIRED VENTILATION AREA 1.19 : 144 171.8 SM SOFFIT VENT VENTILATION PER IF 11.74 %IIL/IF REQUIRED IF OF SOFFIT VENTILATION 15 LF PROVIDED IF OF SOFFIT VENTILATION 30 LF 2ND FLOOR ATTIC VENT CALCS MWA OF ATTIC 1331%". NET FRSE VENTILATION AREA R»QUtfiED (IM) 444 KIM REQUIRED VENTILATION AREA 4.44 z 144 888.9 na YIN. REQUIRED VENTILATION IN UPPER 29.4 '4a PORTION OF ATTIC (0.5 z 638.9) OFF RIDGE VENTILATION AREA 115 BQ.DI SOFFIT VENT VENTILATION PER IF 11.74 %R/IF TOTAL OF VENTS REQUIRED E78 TOTAL OF VENTS PROVIDED 3 REQUII= SQIN VENTILATION IN TOP OF ROOF 319 8q.11l. REQUIIZED LF OF SOFFIT VENTILATION 28 LF PROVIDED IF OF SOFFIT VENTILATION 62 LF 6' WIDE RAISED BAND (TYP)- 18' - S 3 /4' 13F;ZG. WsT. A W/ S' HEEL (TYP.) 1' TEXTURED CEMENTIOUS COATNG PER (ASTM C926) (TYP) 10'-8 3/4' 2ND FF. V-4' SRS. HGT-o..-- W-0- GT-o8'-0' HDR. HGT.k 6' WIDE RAISED SAND (T'r'Pa—\ TEXURED CEMIENTI0JO COATNG PER (ASTM 0926) lTYP)� 0'-0' FIN. FLR ob _ 18'-8 3/4' Bites. HGT. W/ 8' HEEL (TYP.)'r TEXTURED CEMETIT10U5 I _ COATING PER (ASTM 0926) (TYP) I0'-8 3/4' 2ND FP.O, 9'-4' SRG. HGT.ob _ HG _ 0-0N FIN. FLRr, _ 12 1 S.— J 6' WIDE RAISED 5*0 (TYPa IS' - S 3/4' ERG. HGT. W/ 8' HEEL (TYP.) 1 #41-01 TEXTURED CEMENTIOUS COATNG PER (ASTM 0926) (TYP) 2 - 10'-8 3/4' 2ND F.F. V -4' 5R3. HGT. IRK .a A8'-0' HDR. HGT. FRONT ELEVATION SCALE: 1/4 ■ 1'-0' EMVATION'A' e r 0 /yam. __.....�_..._..._.. _ 12 5 I I I I I I I Li I IAO' -0' FIN. FLR 3/4' Bites. HGT. W/ 8' HEEL (TYP.) TEXTURCET'IENTICU5 I ED COATNG PER (ASTM 6 CS26) (TYP) -8 3/4' 2ND FF. V-4' BR3, HGT. HDR. 1 -*T. REAR ELEVATION SCALE: 1/4 - I' -V EUVATION'AN FIN- FLP. y A R C N IT E C TS DesoinGrou��. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 81111111111 .0000vvovoJ 8 E 0 L C sxmDIv. de LAT: KENSINGTON RESERVE (LOT#98) MODEL: S UMMERLAND (VERSION#01) PROJECT: 2997.000 098R1 PAGE: FRO NT & REAR ELEVATIONS ARCHn "CT -- STATE Cr- R-0WA DA : P/s/le ac .- 1/4,,_1._07' 1 or 9 18'-8 3/4' 5IR3. HCaT.4 W/ 8' HEEL (TYPJ - - - - - 1' TEXtIRED CEMEN1TIOlJS COATING PER (ASTM 6926) (TYP) 9 10-8 3/4' 2ND F.F. 9'-4" BRrs. HCsT. 2'-0 - - - - - - - - 8'-0' NDR. HGt._._..._- 9 TFJcT1#aED CEI"ENTICXlS COATING FER (ASTM C926)(TYP) 0'-0' FIN. F1 -R 18'-8 3/4' BRC-. HGT_ ob W/ S' HEEL ITYP.) - - - - 12 12 10'-8 3/4' 2ND FF. 4 1'-0' '� V-4' 5f;aG. HCxt. 8' - S' 5 RG. HT. - - - - - - * CxARAGE 0 0'-0' FIN. FLP _ _ _ _ - - Li Im LEFT ELEVATION SCALE: 1/4 - I'-0' ELEVATION 'A' GOATING PER (ASTM C926) (TYP) �l -- -- - - - - - - - - - - - TEXTURED CE14EA1TIOUS 0 L-1 COATIMx PER (ASTM ( 6926) (TYP) ao RIGHT ELEVATION SCALE: 1/4 - I'-0' ELEVATION 'T ,418'-8 3/4' BWs. HGT. W/ 8' HEEL (TYR) 010 -8 3/4' 2ND F.F. d4'5'-4' 5R3. �-*T. r48'-0' HDR. 1 -*T. ,40'-0' FIN. FLR _ XIS' -5 3/4' 5I3. HCxT. W/ S' HEEL (TYP.) ,410'-8 3/4' 2ND FF. 9' -4' 5R3. HC%T. ,As' -o' HDP. WGT. 14, r40'-0' FIN. FLP. 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 M 0003325 r BIIIIIIIIII .vvvvoovvo, aUHDTV. ac LAT: KENSINGTON RESERVE (LOT#98) moDIcI"* S UMMERLAND (VERSION#01) PROJECT& 2997.000 098R1 PACE: LEFT & RIGHT ELEVATIONS AM "'CT. STATE of F�OF�DA DATk: 1'6 /5 /18 ac 1/4"_1"_0„ a T 9or CON aMrr MD CLADDM WM LOAM ar'M WM EXPOISM FM8BEOM GLWM SQ.FT. CALC.'S ,� 1 IST FLR LIVIWx 2NDFLR LIVING: 1,0w 1,331 S. FT. SGL FT. 24E0/-30.16 TOTAL LIVING ENTRY GARAGE 2,421 35 45 11 SQ. FT. SQ. FT - Sa FT. 2 24 3080 OR. TOTAL PATIO 2,515 24 5Q. FT. SGS. FT. 11 25 -SH 4 CON aMrr MD CLADDM WM LOAM ar'M WM EXPOISM FM8BEOM GLWM AM TM ,� 1 117 161-011-01 5 24E0/-30.16 2 24 3080 OR. 4 30 8/-3Z 18 3 11 25 -SH 4 28:45/-3095 3A h 25 -SEI 5 28Ab/-31Ab 4 33 (2) 25-151-1 5 21.13/-34.80 5 49 6050 ACp 5 2631/-3330 6 h 25-SW 4 28A5/-3095 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT- W / VASD ■ 116 MPH B. INTERNAL PRESSURE CGEFFICENT= } .18 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY G NOTES VALUES FOR COMPONENTS 4 CLADD NG PRESSURE ARE BASED ON THE Vul! DESIGN WIND SPEED. F5CR„ 6tH ED. (2011) ALLOWS THESE PRESSURES To BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTES L PRIOR TO ORMIALL MULLATION ON ALL FRAMM MEMMEN 2'-0' FR M TWO FINISH FLOOR ULL BE SPRAYED AND TWAID UV TORATE' A TEIaMIM TREATED SPRAY 31/2, 21-0" v 11-2' 2" W=1iWW-1 a*1O.Q CABINET SECTION Mwlpw'-�pl 4'-0' 14'-4" PATIO 145 0 0 — 60m SGD — (Z) 25 -SEI I I N I 3A 0 DINETTE R/t IG 0 12'-4'x10'-0' I I do I i I GREAT ROOM r r I 16'-0'x19'-4' x�` 1' - 2 1/2' 9'-4' CLCx civ H� 9,-4, ----�I I 2'-10' 4'-2' 6'-0' N I U1 11I I I a' II e I , 01 INET II r 141W i, CRO0�1 �► RAIL ' O ii 1„OULDWS RRIC i' KITCHEN111-v af* , -b 5. INNIS n(7Ins 4 -AEI — — c r�l 2'-0" c!J 4'-6' `t tl) 0 10'-10' 11-10' S'-4' n � 7 CV -41 , PVT I:I BLS _ STUDY I STUD 12' -4'x10' -b' � W-4' cLC-& OY/ER DPL, . . '-4' (:M N ILIT1'a ap PWDR. a s -a cta 3'-10" SINC4,_8, 5'-8'" - % jcM 4'-2' coND. 10 D5L. _ � S _ N NJ � N 2 A ENTRY p06T I N 0 N- 2 CAR GARAGE - - - - - - 201-0'40-2"IN N W-4' CL& r 91-4' GLC. --- ----- 0 LINE OF SID FLOOR AF30vE N r_C �p � 01 L J 16'-0' x 1' ' OEKaD 2'-8" 16'-�" 21-8' 11-4" 21'-4" 81-8' FIRST FLOOR PLAN SCALE= 1/4 = I'-0' ELEVATION 'A' 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 OXMDIV. de IAT: KENSINGTON RESERVE (LAT#g8) MODEL S UMMERLAND (VERSION#01) PROD CCTV#: 2997.000 098R1 PACK: FIRST FLOOR PLAN ARCHITECT= STATE OF R-0MA JDAT 6/5/18 E3CALM 1/4"=1'-0" SkMET 3 OF 9 �IIIIIIIIII ��avvovvvov► OXMDIV. de IAT: KENSINGTON RESERVE (LAT#g8) MODEL S UMMERLAND (VERSION#01) PROD CCTV#: 2997.000 098R1 PACK: FIRST FLOOR PLAN ARCHITECT= STATE OF R-0MA JDAT 6/5/18 E3CALM 1/4"=1'-0" SkMET 3 OF 9 COWL Nr AND C:LAMM W D LDADS MW W D EXPOSWE FOR 3 BEOOND GUEM CALL t � DEBIa 71ON Ymim zoltE leo WN IMOD 1 5 30W-814 4 2865/-31.14 2 5 30W -W 4 2865/-31.14 2A 12 3040 -FG 5 2308/-3810 25 15 3 30W-6 5 28.65/-3195 3 g 5 Z8b5/-3195 E SS 4 5 40T0-FGE'I 5 23 A0 43/-39 5 6 EGREM 4 28.65/-31.14 6 64 28.65/-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH ( 3 SECOND C"T) VULT ■ 150 / VASO -116 MPH B. INTERNAL PRESSURE COEF :ICENT-+ J8 G. RISK CATEGORY mYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Milt DESIGN WIND SPEED. MCR, 6TH ED. (2011) ALLOWS THESE IoRESSUREB TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWA9- LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NotE: L PRIOR TO DRYAIALL N6TALLATION ON ALL FR496 MEMNO 2'-0' FROM 1F6 FNISFI FLOOR WLL 8E SPRAYED AND TREATED IW'DORATE' A TERMITE E TREATED SPRAY 42' W04 RAILING /' R cq STAIR DATA: 17 RISERS •7.57" FIGTRKADS ®10" +1" NOSING / /' /' ole' loe 1-41 341.1 'ol .'o FA- WAND RAIL- DA"/ / 00- x12 G.YP. TREAD ��-2x4 RE -WORDING A. w E � 2x12 STRINGER �8) 2x12 GYP STRP43ERS SECA RED uu 12d 6'-8' OCG. `-4' KICCKPLATF- I ---------- - - - - - — 3/4' TKs SUS FLOOR I L — — — — — — — I I — GLUED t NAILED 2x6 a 24' OZ, MAX --------4-- -----, 2x4 PT. PLATE SECURE W/ Wd CUT NAILS 16' OCG. MAX. 2X9 LANDiNrx Pl/wr CEILWx tO &-S' �w 2X5 HEADERI3 AS SF cxh ON SwwT 6 PWDR. Room. STAIR SECTION: 9'-4" BRG, 3/8 ■ 1'-0' _06 18'-8 3/4' 21ND. R 5W.X. PT. - 06 1®'-8 3/4' 2ND. —T FIN. FLR. k 9'-4' BIS. 14T. 3'-4" 4013 F& 4 a T" 0 WG r 14' SEAL —IR -84 3050 -SEI n --- SSS , I W.I.C. W-0' cL& Ln �I � 2B "W PAN N+ r •,� OWNER'S! OWNER'S SUITE BATH • e'-0' CL& 0 C °' DiIID N — STUD LAY e 4 S ® I Acyl n 0 I I� a I TUB '� 2'-4' I 10' 3'-S' 5'-4" ° '-8' I I I e BIEDRO�QM2 I W.I.C. I _ 0 8'-0' CLG. I 8'-0' CLCx I 5 n ATH � I ao � 0, IR-i8H Y 14'-4' 4'-m"4- 4'-2' 0 y C o 6 m •t A/C cq a° BEDROOM 3 11'-S'xlo'-O' -1 I �9 a'-0' CL '�I �4 G �', 13 xZ-3S — r 4n I I ATTIC I I----�� I19 i OPT. i i r� i in t=--� n ;t IR -0I — — — — — — 2x8 DBL STUD N4-0 8FLAUNDRY 1 W/ 10d X 3' - ' 1141 ®'-o' cLG 4.1 C011ON NAIL 3'-S' 2'-4" 4'-0' 2'-sa' 1'-®' 4'-2" 4'-6' �R 2 It 6' ST,drWEMM N Fly. r 2A 2X5 LOFT, 12' oic,. e BEDROOM 4 rn 101-2•x16'-1' I01 -2'x14'-3' r 8'-0' CLc*. STUD DBL. BL. STUD — _;SIUQ — LNE OF 1St FLOOR BELOW � 0 r 3050-s�1 EGRESS 0 0 9'-4' b' -(d" 4'-4' 4'-4" �U 21'-4' 8'-8' L -----------------------------J LII of lat FLooR ==I evil m'-0' FIN. FLR SECOND FLOOR PLAN SCALE: 1/4 ■ I' -V' ELEYATION "Al 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 #t: 0003325 SUHDIV. 89 LOT: KENSINGTON RESERVE (LAT#98) MOMMe S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PACE: SECOND FLOOR PLAN/ STAIR SECTION ARCHrnF- T-. STATE OF RORDA >aC • 1/4"=1'-0„ 4 or 9 BIIIIIIIIII ��e00000000� SUHDIV. 89 LOT: KENSINGTON RESERVE (LAT#98) MOMMe S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PACE: SECOND FLOOR PLAN/ STAIR SECTION ARCHrnF- T-. STATE OF RORDA >aC • 1/4"=1'-0„ 4 or 9 SECURE STRAP TO GONG. W/ (2 ) 3/16'x2' TAPGONS 3 1/2' T LONG. SLAB SIMPSON W8 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) *8x) 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 3 1/2GONG. SLAB � 8 ,T,YP. 5A 0 3 1/2' ■ owl IN F —_ — I115A 'n SA I I . . 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. de LOT: KENSINGTON RESERVE (LAT#98) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: FOUNDATION DETAILS ARCH' STATE OF FLOF MA '6N 0 ;0o DATE /5/18 BC/4"=1'-0" 5A= 9 ��ooe0000�o► SUBDIV. de LOT: KENSINGTON RESERVE (LAT#98) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: FOUNDATION DETAILS ARCH' STATE OF FLOF MA '6N 0 ;0o DATE /5/18 BC/4"=1'-0" 5A= 9 il'-2' ol N N NJ NJ 25' - ra' ■ 1 �4 ■ 1 ■ N ■ 1 c� tir I iil N C4 ■ 61 1 e N ■ _I N r� ■ 1 I� ■ 1 � ■ cel cll ■410 1 ■ � C11 � 0 �' ■ ■ csl Ln ■ ■ CIA I n ■ 0 it 0 I Kl . N m - 1 cp Nk rl 8'-8" ■ � 9 r 1 � c� 1 ■ ■ ■ ■ I ■ ■ ■ 0� ■ ■■ ■ ■ 2'-4' 10 DOWEL P SCALE. 1/4 = V-®' ELEVATION 'A' ARCHITECTS DesooinGrounc. Lvnurrvvu, r *,dI W PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r /5/18 BC 1/4"=1'-0" 9T 5)Mor 9 � �IIIIIIIIII .0000vovvv. BVHDrV. de LOT: KENSINGTON RESERVE (LOT#98) MODRL: S UMMERLAND (VERSION#01) PR.OJECTA: 2997.000 098R1 PACER: DOWEL PLAN AFRCHrTECT- STATE OF R -OMA JUS DA /5/18 BC 1/4"=1'-0" 9T 5)Mor 9 L-5 bow SGD STUDY 2 CAR GARAGE I I I I 16'-ir X 1'-0' 1: Iw LINTEL PLAN SCALE: 1/4 ■ P -O" ELEVATION 'A' • PA a (2) 2$-5N GREAT ROOM FOYER 9'-4' CEG. A'V I I L-ZF3 I GENERAL NOTES - 1. CODES 1.1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201'1), SECTIONS R4022 4 R606 1.2. PLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201.1), SECTIONS 1901.2 4 210.1. 1.3. BUILDING CODE REQUfREMENT5 FOR iREINFORGED CONCRETE (ACI 318-08), 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2-1.1 PRE -CAST LU/STANDARD REINFORCEMENT -4000 PSI 2.12. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI 2.13. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, S' TO W SLUMP. 22. REINFORCING BARS: 221. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE (.0) 222, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FiELD) ASTM A615 (GRADE 40). 23. PRE-5TRE55ED STRANDS A5TM A416 1-1.1)fRE, STRESS RELIEVED 210 IG51 2A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARD5. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL GONGRETE MASONRY ASSOCIATION AND AGI 530-05. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSi. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES A1� BASED ON LINTELS HAYING A BEARING OF S' (WITH A MINIMUM AGGEPTABLE BEARING OF 4" PER FLORIDA BUILDING GODS RESIDENTIAL, 6TH EDITIONI 12011), 5)=GTION 8606.14 OR FLORIDA BUILDING CODE t�SIpENTIAL, 5TH EDITION 12014), SECTION 2104,15 TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) B" x 8" LINTELS LINTEL 50f LATERAL LOADS F'LF1 total L -9th Tie 8"Av PIAN bxa,,. SCLID 2'-10' Prwitt 1998 _ 3%4 3'-b' f}ac4N 1168 2310 4'-0' Racaet 844 1614 4'-6' Rawtt 638_.___ 2bb 4$' Precast 566 1163 b'-4' FYeuet bbb m 1966 5'-10' Rafael - 543 1105 V-4'� Rafael 634 1764 b'$' _Preset 612 7288 b'-8' Bereft 518 1271 2011 R'temt 446 338 T-6' f'roraet 425 _ _ (2)-% 8'-0' Reuel 361 814 8'-4' Proust 354 �aY145 T-4- Frecatt 211 583 10'-6' PFarael IV 453 II' -4' Precast .- 196 620 Q'-0' Reuet 164 545 1217' }9'erael Al --- 504 PRECAST Preset IIS 404 4'-C Tkeuet 99 391 14-8' PYeetraeod NA 341 6'-4' "ww"ee d NA 302 - IT'•4'- Restreefed NA- 213 1911' PFestrmeed NA Tib Zm'-0' Reetrated NA. 59 21'-4' Reetrceead NA 31 - 22'4' Rwlreeead NA 20 24'-0• PI'attrawad NA. 6'41' N.R. - Am Racanmdw _.. LR ML SAFE LATERAL LOADS MY) Total L"th Tyra V DOOR RENTER PLAN 8' DOOR HEADER SOLID 3'-D' PracaK It12 2011 4'•0' Procast 950 1671 4'-2' Prodet 861 521 4'1' Protest..-. 105 1766 4'-8' Precast bb9 1165 b'-8' Precast bw _._ trm b'-8' Procatt b04 964 T.S. Precast Oft TBT 8'-8' Pnecael 3176 _, 664 9'-8' Prxasl (V 2 1232 ® LOTT'S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTI4 TYPE C.51-4# Bim. WT. COMMENTS - IN FIELD) 8/28-6-MU/ML F IRESTM66 D L-2 4'-8' 8/i4-6-(1U/(01L mc:E88E0 L -2A 9'-4' 8/16-841JU/(UL 35313631 L-215 4'-0' 8/20-541M/ML 4'-0' L-3 4'4p' 8/161-8-(lu/10�L (2).2 L -3A 4'-6' 8/16-8-0UU/ML 3386 L-4 1'-8' 8/16-8-(iJU/(IJL PRECAST L-3 Z'-6' 8/16-8-1110/1111 2165 L-6 4'46' 8/ib-S-llxa/(01L 4'-S' 1) p coNTwuaus commm us ' 0'x16' KNOCKOUT BLACK 6'x1(0' KNOCKOUT BLACK N SGROUT - IN FIELD) LINTEL STEEL -._--- BOTTOM BAR TOP BAR (2)2 (2) 2 Irm • 4 ;- •; TCP BARS • } SEE SCHEDULE r ••S SEE SCHEDULE of • a (1) 05 CONTINUOUS 1) 45 CONTINUOUS •• IED OR) T 4'-O' ec 2415 35313631 -*a o m • SEE SCi DUE (PRECAST) DOR WELDED) 8/18-S-0) 05M 05 PRECAST la NOMINAL VIDTH/FEIGHT OF LINTEL Ir-- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY STRANDS 7,A$ --- IRE STRESS RELUEVED kd PRESIRESS£D 8/16-S-0) 1116/0) 05 PRESTRESSED --------- commm us 3t 6'x1(0' KNOCKOUT BLACK A& UPLIFT GAPACI1T (IML (2)13u Pa LINTEL STEEL -._--- BOTTOM BAR TOP BAR (2)2 (2) 2 ••TW ~•" SAM 3'-b' SEE SCHEDULE r • • 1) 45 CONTINUOUS • - a 2415 35313631 STIRRUPS AT 4-O' cc 485 DOR WELDED) STRANDS 7,A$ --- IRE STRESS RELUEVED kd PRESIRESS£D 8/16-S-0) 1116/0) 05 PRESTRESSED --------- CLEAR SPAN LINTEL TYPE TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS UPLIFT CAPACITY nrx (11%u UPLIFT GAPACI1T (IML (2)13u LINTEL CLEAR LINTEL TYPE LENGTH SPAN 2'-10 I'-6' PFZECA51 LINTEL STEEL -._--- BOTTOM BAR TOP BAR (2)2 (2) 2 LNPILLED GRANtt GRAYItY GRAVITY CAPACITY CAPACITY CAPACITY WSL (07511 (17% (9511 4246 -.. 18®9 1809 LMFT 01 -pr CAPACITY CAPACITY fIAL (I)5U WSL (2)'511 8529 10¢130 _ 3'-b' T-2' PFiECAB_t_ (2? -Z (V42 2415 35313631 _ 485 481 4'-0' 2'-B' PRECAST (2).2 (2).2 71133 2111 _ 2111 3386 3356 4'•b' X -Y PRECAST PRECAST (212 1343 2165 2165 2608 2608 4'-S' Y-4" FREGASt _12_-)2 (2) 2 (V 2 1232 2011 2011 2421 2421 _ 5'-4• 4'-0' PRECAST _ _ (2)-% (2) 42 1006 1657 {651 10 610 IBBI 5'-10' 4'-1' PRECAST !2) 9 (2) 2 860 IQ3 1423 1410 1609 6'-4' 5'1, PRECAST _ (2) t4 (2) 2 140 12183 1283 Q16 _ 1405 -.6'-b• 5'-2' PRECAST (2)116 (2) 2 110 _ 1232 1232 n45 1348 V-8• 5'-4' PRECAST _ (T-4 (212 662 1184 1104 Im 12% IO1800 W-2' PRECAST (2) 14 -_ (2) 2 510 991 991 u_ 825 1612 T-8' b'•4' PRECAST (2) 04 (2) 12 551 959 %9 784 1041 8'-0' 6'41' PRECAST (2) M M-2 518 901 9_022 79 964 8'-4' 14' PRECAST (2) 04 -.. (2J 7 488 0 Vl 648 921 T-4' 8'-0' PRECAST (a) M (2) 2_ 416 126 716 499 190 PRECAST., 9'-2' PRECAST (1104 f2 )-2 354 616 618 _ 300 bl9 T-4' i'-0' PRECAST (2) 5 (2).5 ,.. 31 *1 661 311 601 W-0' W-8' PRECAST (2) 5 --72755 (2)03 _ - 292 525 6o 2TI -- -251 %I 1'-6' n' -a" FRFCAsr .. 2516 WS 217... 490 490 _ 612 13'-4' 12'-0' I PRECAST. ._ (2) 5 (2) 3 266_ 458 468 _24 442 41'-0' Q'-8' PRECABi (2) 5 (2) 03 239 _ . 430 430 „190 396 14'-0' b'-4' PRESTRESSED (2)04..�_ 1212 NR 416 418 230 446 _ 5'-4' 4'-0' Pf.£5TI4E56ED 2) e4 7 (212 NR. 319 3,9 2b 401 h'-4' 16'-0' PRESTRENED (2) b (212 NR. 288 2813 163 311 19'-4" 16'-0' PRESTRESSED (2) 5 (2) 9 N.R. n4n4 - BI 2% 20'-0' t8'-8' PREStFOWD (215 M03 NR. 201 201 121 231 21'•4' 20-0' PRESTRF88 D WS (2) 03 NR. Ill Ill 07 208 22'•0' 20.8' PRE>;�T'1i88£D WS (2) 9 NR. 164 164 lib t% 24'-0' 22'-8' PRESTfdc88ED __-C1)5 (279 NR 131 132 8d 16347 NR- NOT 4{0M ENDED TABLE NO. 3 REINFORCING SCHEDULE A LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNT£I CLEAR La17E1 T11'E LNTEl. Stm GPANTY GRAVITY UPLIR T LPLFT LENGTH SPAN BOTTOM'- TOP =1117 CAPACITY CAPACITY I CAPACITY BAR BAR 10)51 (17911 (U%1. (Ir311 11151 (119U (1751 (2)%U TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL GEAR LINTEL TYPE LINTEL STEEL GRAVrTY I GRAYI T (Birt LKFT LBGTH SPAH---_---..-_._ CAPACITY CAPACITY CAPACITY G4PACITY BOTTOM [3AB IOP t3AR (0)%L (tft !U%L (1)% 11)91. (V% �(IPDL (2Pw TABLE No�_� REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LIMTELCLEAR LNT0. TYPE LINTEL STEEL GRANTT GRAVITY UPLIFT-- UPLIFT LRGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L (1)5u (175L (11511 (1)5L Om (U5L (2)5u TA BL.F No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL t1F£ �NTR STEEL 11JFILLED GRAVITY GRAVITY(F9.FT UPLIFT I.EI4UTH SPAN GRAVITY cAPAcrrY cArAc1TY CMAGTY cAPAcrtt BOTTOM 19AR IOP BAR CAPACITY (05L (0)%u (1151 n,%u 11761 (1)611 (U%1. (2154 6 3e LNT£L TH CLEAR SPAN LINTEL TYPE TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS UPLIFT CAPACITY nrx (11%u UPLIFT GAPACI1T (IML (2)13u LNTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL 8Tff1 PATTCM BAR TCP BAR GRAYRY CAPACITY [O)15L (IJ'5U GR4Yrtt CAPACITY (1151.(1150 IPLFT CAPACITY 015L (UW UPLIFT CAPACfTY (1151 f2)6U -2-w- .lr{,r__. AST (2) M -711900--- 1E1800 1000 ow 3'-6' 2'-2' -- - PRECAST (2)-2 _ __._1 _ IZtaO® 10000 6000 10@ea 4'-0' V-8' PRECAST (2)2 (2)2 9213 10000 10000 10000 4'-8',.1 3'-2' Y-4' _ PTdcCABT PRECAST (2) 2 W -2(7J02 (2)!1 5940 6364 110000 IE1700 10000 10000 10000 100010 S-A' 4'47 PRECAST (2)03 __..._ ,_ (2)2 1 _ 10000%'m -- 180210 V -I0' 4'-6' -PFECA61 (2) 03 (2) 2 -18100 ¢543 10000 1076 60010 _ . V-4' 6'-0 PR£CA.4t (21'14 _ (2)2 --- 10000 10000 �..-111000 6529 TIS ._ 6'•6' 5'-2• �F}2ECA9T (2) 44(2) 2 10000 119 615 10000 .� V-8' S'-4' FRECA61 (21'r4 J-.. C2) n 10000 688 5011 10000 7 6 6 2 ... - T (2) 04 la) 2 8681_ IO1800 4455 8916 1'-8' 6-4 PRECAST (2) 14 (2).2 811? Imm 4240 - 8491 8'-0' b' -e' PRECAST (2)16.-F (2) 2 1436 mm 38®3... YI21 (212 334 507 907 _ Al 516 V-4' _ PRECAST 3b% ._. - 1060 V-4' 8'-0 PRECAST 12)-4 .._..... - (2)2 5293 5983 7121 5501 101-6• 9'-2' _PRECAST M-4 M-240" _ 4086 -- "-- 5043 2094 4246 P'-4' 10'-0' PRECAST., PRECAST' (2J 9 42xl 4221 1163 ._.. 3513 .. _ Q'-0 10-8' PRECAST _...._ (2) 5 _ (2) 9 31le 31H ,649 _ 3170 Q' b' n'-2' - PRECAST (2) 5 _. Jam' _ -3412 _.._ 34Q 1411 28% 13'-4' Q'•0' FR ECAS1 (215 (2).3 2%90 2998 Q6 . -1088 2516 14'-0' k'-6' _ PF�£CAST (2)s CI) •3 2131 -...- 2260 ,-8, ,9' 4' (2) -4 .,_. .___2131 3231 32N 149 AM 5'-4' W-0• 1'f�STRES9ED (2) e4 __... -- ) 2945 2945 663 1355 1T' - a' W' D PRE81RE86ED (2)44 (212 22W u 2w 532 1055 19'4 b'-0' PRE811:ES6£D (27 5 l2) 03 513 613 ._.-.,...., .._426 044 20'-0' V-8' PRESTnSSED (2) 5 (21 e9 Ib88 *w 397 788 20-0' PRE81RESaw 12)5 -. .__,.._,_{$ _ 48 1 (2) 5 <2J 9 �521 64S 24'-0' 22'-0' PREBTRESBED 1215 /2J 3 214 944 TA BL.F No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL t1F£ �NTR STEEL 11JFILLED GRAVITY GRAVITY(F9.FT UPLIFT I.EI4UTH SPAN GRAVITY cAPAcrrY cArAc1TY CMAGTY cAPAcrtt BOTTOM 19AR IOP BAR CAPACITY (05L (0)%u (1151 n,%u 11761 (1)611 (U%1. (2154 6 3e LNT£L TH CLEAR SPAN LINTEL TYPE _ TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS UPLIFT CAPACITY nrx (11%u UPLIFT GAPACI1T (IML (2)13u LINTEL LMTN CLEAR SPAN.`. LINTEL TYPE LINTEL STEL PLAIN GRAYIIY GRAVITY CAPACITT gOTTgq DAR rOP BARCAPACITY (0151(11841 GRAY" CAPACITY (IML Oft UPLIFT CAPACITY (175L (175t1 WLIFt CAPACtlY (IPA (21511 --- cm .__ 1'-6, 4'-0' --- -. ._.. 34 (2) 2 3651 1'-2' PRECAST (2).2(y) 1613 1865 1866 2480 24fi0�..�, ,. 4'-0" 7'-8' PRECAST W-2 l2) 2 IN 1425 426 tl65 -I4?! 663 (2) 2 3'-1' -PRECAST 12)2 w, 819 _ 161 151. r.0' 1489 ._4' 8, 5'-4' PRECAST �- (2)2 806 1081 1 0% 5% b-4' 4'-0' PRECAST-_ -- 212 bb9 3')0 930 1114 114 5`101 PFfCASt PRECAST .. _ ) [21'2 --bill 609_....._ 809 996 966 ,.4'.6' 6'-0' PREC0 f2)s4 !2)4 494 141 141 TIS ._ E62 6'-6' 6'-2' PRECAST f1 4'16 119 119 130 8P0 V0 VA' PRECAST _ _.,_.( (21 458 693 693 688 190 7-6' 6'-2' PRECAST 111. <1 2 361 bbb -^ 506 %b 66, -v___ 6' 0 - ...- PRECAST r) V _ _ (2) 2 - 315 566 966 499 614"1 _T 8'-0" 6'-8' PRECAST ( _ (217 3b3 b36 - 536 462 H09�f V-4' 11-0' PRECAST 92!1- (212 334 507 907 _ Al 516 V-4' 1 (2)04 PRECAST (2)2 206 435 439 316 494 10-6' V-2' C PRECAST (2)2 _ (2)2 245 311 312 W - 235 423 n'-4' 10'-0 W�1'R£CA9i 12)'5 (2)5 -.. 216 34b 345 199 336 J „ k'-0' 10'-e' PRECAST' fns (2)03 202 282 _ 202 1'13 2]5 _ 12'-6' II' -2' PRECAbt .�F7 () 190 243_ _._. 243 11 �_ 11 238.- 13'-4' Q'-0' PRECAST 13'-4' (2).3 11 192 1ffi 730 180 902 12'-8' _ ?"CAST g--_- @' 51 TA BL.F No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL t1F£ �NTR STEEL 11JFILLED GRAVITY GRAVITY(F9.FT UPLIFT I.EI4UTH SPAN GRAVITY cAPAcrrY cArAc1TY CMAGTY cAPAcrtt BOTTOM 19AR IOP BAR CAPACITY (05L (0)%u (1151 n,%u 11761 (1)611 (U%1. (2154 6 3e LNT£L TH CLEAR SPAN LINTEL TYPE TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL STEEL GRAVITY GRAVITY CAPACITY CAPACITY 50TTC •7 DAR TOP DAR (OAA (I)%1115E 111%11 UPLIFT CAPACITY nrx (11%u UPLIFT GAPACI1T (IML (2)13u 3' 6' 2'-2' PRECAST (2) --C 1 R" 81E $014 0000 cm .__ _..__10800 4'-0' 2'-8' .... PRECAST __.._ (2) 2 (2) 2 3651 1440 10000 - - CAST (2)2 (272 2141 _ _WON 1021-- 5612 6226 4'-8' 3'-4' PRECAST__ (2) 2 25M 6231 5150 1216 - 5'' -41. r.0' MCAST _(2) .___ _ (17 13 (2) 2 4114411 31613 4830 5'-m' 4'-6' PRECAST (2) 9 (2) 2 3344 _- 3 *4 3066 3666 6'-4' >'-0' PFfCASt (2) •4 (212 3036 3038 PS39 325 PRECAST f2) 04 (2).2 2861 2881 -2393 3" W-8 6'-4' PRECAST W-4 0� 2138 2136 2269 2895 1-6' b'-2' PRECAST (2).4 (212 2193 2193 112% 2309 111. - W-4' FRECA5T (2)4 2106 -_ 71" 1645 2219 b'-8• PRECAST(2)04 1961 i - Pb, 14% 2050 1'-0' MCAST -..._ (2)04 M 626 1825 1363 1616 1•4' 8'•0' CAST 1 (2)04 1 (2) V. -N.-611 1054 191 101-6' 9'-a' PRECAST (2)04 (2)2 _ ._.15f1- 1366 Q66 601 1.924 n'-4' ivt. MCAST (2)5 - --�-() 1136 1138 618 1161 II'!0' 10'•8' _ CAST (2)$ 1219 1041_ _ - 1041 594 F�iDT 12'-6' 11'-2' PRECAST (2) 05 _ 966 988 541 1025 _ 13'-4' 12'-0' PRECA5T 121-..-- 5 - 1219 902 902 465 4'0' @' _ 414 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) r _ 8" X 14" RECESS DOOR HEADER GRA LINTEL CLEAR I LINTEL TYPE BOTTOM DAR FLS Top DAR (0 V>TY It CA (17611 (1751 ACCT (U4PACI6U 6'GtN SPAN I cAPncrtY cAPAcm' cMAc1tT capaclTY yf�r s t3V16• A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �\000000000 E E 0 r c Z SUHDIV. de IAIOT: KENSINGTON RESERVE (IAT#98) MODAL: L& UMMERLAND (VERSION#Oil) PROJ'ZCT#: 2997.000 09881 PAGIm: LINTEL PLAN (LOTT'S) I� DAT*: 5/5/18 SCAI-aft- 1/4 SHMET 5 C O�9 1 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 #: 0003325 E 8 E 0 r c W SVHDIv. & LAT: KENSINGTON RESERVE (LOT#98) MODEL S UMMERLAND (VERSION#01) PMJMCT*: 2997.000 098R1 PACE: LINTEL PLAN (CAST -CRETE) AMME-Cr: NATE OF FLOMA SUN I)Aft: 8 /5 /18 9C*L.&: 14'0=1'-O" M*MIET 5D OF 9 �ovvvvvvvo, E 8 E 0 r c W SVHDIv. & LAT: KENSINGTON RESERVE (LOT#98) MODEL S UMMERLAND (VERSION#01) PMJMCT*: 2997.000 098R1 PACE: LINTEL PLAN (CAST -CRETE) AMME-Cr: NATE OF FLOMA SUN I)Aft: 8 /5 /18 9C*L.&: 14'0=1'-O" M*MIET 5D OF 9 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE Lf�sp.a. Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. LENC:TIH TYPE 131-41 8RI3. WT. COMMENTS L-1 ii' -4' 8/28-S-MUKUL PRE8TRE88ED L-2 4'-8' 8/14-5-MU/(0JL RECESSED L -2A 9'-4' 8/16-8-01URUL LINTEL STEEL TOP L-25 4'-0' 8/2m-8-(UU/Cm)L UPLIFT CAPACITY L-3 4'-6' 8/I6-8-11JU/lmJl. 8'-d' L -3A 4'-6' 8/I6-8-(IJU/ImJL CAPACITY L-4 -1'-8' 8/16-8-MURUL PRECAST_ L-8 9'-7' PRECAST (0)#5L(1)#5U (1)#5L(1)#5U L-6 4'-6' w%-8-mu/mL 10'-8' LINTEL PLAN SCALE: 1/4 ■ I'-®' ELEVATION 'A' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS _ UPLIFT LINTEL CLEAR LINTEL TYPE Y LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5 (1)15L (1)#5 (0)#5L (1)#5U (1)#.5L (2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'K' DETAIL 'H' 8 'J' 3'-6" 2'-7' 7-9' PRECAST PRECAST _ REINFORCING SCHEDULE & LOAD CAPACITIES 3'-2" PRECAST 4'-8" 3'-N' PRECAST SAFE WORKING LOADS 8" X 37 COMPOSITE LINTELS PRECAST 20'-0" LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP _(PLF) LINTEL. STEEL GRAVITY GRAVITY UPLIFT CAPACITY UPLIFT LENGTH SPAN 8'-d' WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY (0)#5L (1)#5U CAPACITY 8'-01 PRECAST_ 5211 9'-7' PRECAST (0)#5L(1)#5U (1)#5L(1)#5U 10'-0" PRECAST (1)#5L(2)#5U 10'-8' PRECAST 17-6" - 11'-7' PRECAST DETAIL'U' DETAIL'V' (1)#5L (1)#5U DETAIL'U' &'V DETAIL'W' 2'-10" V-6, PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 1000.0 3'-6" 2'-2" PRECAST (2) 24.5 W IRE 2 No. 3 10000 ".EM06( 0 10000 10000 4' 0" _ 2'$" PRECAST (2) D4.5 W IRE 2 No. 3 10000 00 10000 10000 X-6- 3'-2" PRECAST (2) D4.5 W IRE (2) No. 3 10000 10000 10000 10000 4'-8" 3'14" PRECAST (2) D4.5 W IRE (2) No. 3 9576 10000 10000 10000 64' 4'-0" PRECAST (2) 24.5 W IRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 W IRE 2 No. 3 5700 10000 10000 10000 6-6" 6-2" PRECAST (2) D4.5 W IRE 2 No. 4 7924 101000 9263 10000 7-6" 6' 2" PRECAST (2) D4.5 W IRE 2 No. 4 5748 _. 10000 6723 10000 7-8" 6-4" PRECAST (2)D4.5WIRE 2 No.4 5473 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5"WIRE (2 No.4 4978 _8/06 5824 10000 8'-4" 740" PRECAST (2) D4.5 W IRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 W IRE 2) No. 4 3536_ 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) tic. 4 2725 _ 4798 3194 5322 1 14" 10'-0" PRECAST (2) No. 3 2 No. 5 _, 3615 5348 -2699 4424 _ 12'-0" 10'-0" PRECAST (2) No.3 21 No. 5 3191 3,670 2379 3894, 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13-47 12'-0" PRECAST (2) No.3 (2) No. 5_ 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 LQ No. 5 2278 2698- 1.691 2856 14'48" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 3326 3326 1829 2919 PRECAST (2) D4.5 WIRE (2) No.4 662 2) No" 4 816 650 654 7'-8" 6'-4" 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 2290 2085 2085 (2) D4.5 WIRE (2) No.4 542 No_ 4 669 462 537 8'-4'8'-0" 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1 737 959 1 778 2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No.5 1 516 1 516 _ 839 1 620 22'-C" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1 551 (2) No. S 24'-0" 22' 8" PRESTRESSED�(2). - 3 (2) 7/16 strand + (2) No. 5 250 12,50 658 1300 LINTEL PLAN SCALE: 1/4 ■ I'-®' ELEVATION 'A' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS _ UPLIFT LINTEL CLEAR LINTEL TYPE Y LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5 (1)15L (1)#5 (0)#5L (1)#5U (1)#.5L (2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'K' DETAIL 'H' 8 'J' 3'-6" 2'-7' 7-9' PRECAST PRECAST _ 4'-6" 3'-2" PRECAST 4'-8" 3'-N' PRECAST 5'-4' 4'-0" PRECAST 20'-0" 18'-8" PRECAST _ 6'-6" 5'-71 f PRECAST 7-6" 6'-7' PRECAST 7'-91 6'-4" PRECAST 8'-d' 6' -g' 4843 8'-4" --PRECAST 7'-0_. PRECAST _ 9'-4' 8'-01 PRECAST_ 5211 9'-7' PRECAST !} D4.5 WIRE 10'-0" PRECAST IZ-91 10'-8' PRECAST 17-6" - 11'-7' PRECAST 13'-4" 12'-0" PRECAST )4'-0" 14'-8" 12'-6' 13'-4" PRECAST PRESTRESSED IS -4" 14'-0" PRESTRESSED 17-4" 16'-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'4' 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 10000 22' 8" PRESTRESSED 24 -0 } D4.5 WIRE 2 No. 3 10000 10000 10000 10000 D4.5 WIRE 2) No. 3 _ 9550 10000 10000 10000 D4.5 WIRE 2) No. 3 7207 10000 9863 10000 !j D4.5 WIRE(2)N o. 3 6614 10000 9053 10000 } D4.5 WIRE2O _ No. 3 4843 6687 6635 7320- !) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 !} D4.5 WIRE 2 No. 4 4350 4350 4225 4314 !j D4.5 WIRE 2 No. 4 3206 3206 3063 3183 t} D4.5 W IRE2�) No. 4 3071 3071 2916 3049 ?) D4.5 WIRE (2) No.4 2831 2831 2651 2811 i) D4.5 WIRE (21 No.4 2625 __._. 2625-_"- 2421 2607 >} 1M.5 WIRE (2) No. 4- 2153 2153 1881 _ 2139 ?) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 (2) No. 3 (2) No. 5 1568 1.568 1222 1568 (2) No. 3 2 No.5 1439 _ 1439 1075 1439 (2) No. 3 (2) No. 5„ 1.354 _1354 981 1354 (2) No. 3 2 No. 5 1232 1232 849 1232 (2) No. 3-2 No. o• 5 _ 1149 11_49 760 1149 (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2'-0" 2 No.4 (2) D4.5 WIRE (2) No.3 1640 1790 (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 1919 (2). No.4 T 2143 _ 4'-0" 2'-8" (2) No. 3 (2) 7116 strand + 993 993 600 1084 4'-0" 2) No. 4 74" PRECAST (2) D4.5 WIRE (21 No.3 (2) No. 3 (2) 7/ 16 strand + 1035 1035 478 936 2'-6" 2 No.5 _ (2) No.3 1259 4'-7' (2) No. 3 (2) 7/16 strand + 961 961 446 872 1668 1668 1376 1376 -! 4'.4" 3'-0" 2'-8" (2) No. 3 (2) 7116 strand + 834 834 390 763 3'-0" (2).No. S PRECAST (2) D4.5 WIRE (2) No.3 1367 (2) No. 3 (2) 7/16 strand + 720 720 366 716 PRECAST 2 No.5 (2) No.3 1_ 929 4'-8" (2) No 3 6 strand + (2) No. 5 642. 642 306 599 TYPE DESIGNATION P - PLAIN LINTEL/ �j ( QUANTITY OF #5 BAR AT LATERAL SAFE LOADS (PLF) NOMINAL W IDTH - (1) #5 CONTINUOUS RECD. QUANTITY OF 45 BAR AT NOMINAL HEIGHT PER STRUCTURAL PLAN 8"x8" RECESS DOOR HEADER DETAIL'DV' J OR WELDED)S DETAIL'DW 3'-8" 8"x8" RECESS DOOR SEE SCHEDULE HEADER 10000 10000 10000 10000 4'-0" 2' 8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 - 10000 TOTAL CLEAR DOOR LINTELTYPE LINTELSTEELTOP LINTEL GRAVITY SAFE LOAD 9563 UPLIFT SAFE _ LOAD 10000 4'-4" 3'4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 8654 _"" 10000 ._ LINTEL LATERAL SAFE LOAD PRECAST SOLID SOLID SOLID SOLID TOTAL CLEAR DOOR LINTEL LINTEL STEEL STEEL LENGTH SPAN SIZE 4336 WIRE/ BAR STEEL PLAIN SOLID _ENGTH SPAN SIZE TYPE TOP WIRE /BOTTOM (2) Na.4 5323 10000 4103 10000 7'-8" BOTTOM PLAIN #5 (1) U (0) #5 (1) U (1) L #.5 (1) U (0) L #5 1 U (11 L #5 (2) U (1) L 10000 2929 9691 DAR BAR 814y, PRECAST (2J D4"5 WIRE (2) No.4 2202 BAR DFTAIL'DA' DETAIL'DB' - DETAICDA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 T 2143 1753 1753 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 1259 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (21 No.3 1597 801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 4'-7' 2'-10" 2'-6" PRECAST (2) LX5 WIRE (2) No.3 1473 1668 1668 1376 1376 -! 4'.4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2',B" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1'284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 1097 ` 5'-8" 4'-4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 864 995 995 831 831 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE _ (2) No.4 606 6'-8" 5' 4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (21 No.4 498 863 7'$" ;6-"�16�-OPAST 1193 2290 2085 2085 (2) D4.5 WIRE (2) No.4 542 669 669 462 537 8'-4'8'-0" 6' 4" PRECAST (2J D4.5 WIRE (2) No. 4 294 510 - 9' 8" 8' 4" 8'-0" PRECAST (2J D4.5 WIRE 2 D4 5 WIRE (2) No 4 396 489 489 261 393 TYPE DESIGNATION P - PLAIN LINTEL/ �j ( QUANTITY OF #5 BAR AT S "SOLID LINTEL I I LOWER UNTEI. CAMTY [8xl 6-P-1 L/1 U] NOMINAL W IDTH - (1) #5 CONTINUOUS RECD. QUANTITY OF 45 BAR AT NOMINAL HEIGHT PER STRUCTURAL PLAN UPPER LINTEL CAMTY ;3000 PSI GROUT -TOP LEG BARS: (PLACED IN FIELD 2� (SEE SCHEDULEJ / (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN • 7/32" STIRRUPS AT 4'-0" CC M In �- (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: ].MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT _.TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' LINTEL STEEL TOP WIRE/ BAR LINTELSTEEI BOTTOM BAR #5(1)U(01L - (1) #5 CONTINUOUS RECD. LOAD UPLIFT SAFE PER STRUCTURAL PLAN _ SOLID DETAIL'DU' SOLID #5(1)U(1)L AT cc ED W 5-4cud DETAIL'DV' J OR WELDED)S DETAIL'DW 3'-8" BOTTOM BARS BOTTOM 2'4" PRECAST SEE SCHEDULE 7g, NOFES: - - 1. MINIMUM COVERAGE OF S1 EEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9 8 8-4 8-0 PRECAST (J GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL. LENGTH CLEAR SPAN DOOR SIZE LINTEI_TYPE LINTEL STEEL TOP WIRE/ BAR LINTELSTEEI BOTTOM BAR #5(1)U(01L GRAVITY SAFE LOAD UPLIFT SAFE LOAD _ _ SOLID DETAIL'DU' SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DV' DFTAIL'DU' &'DV DETAIL'DW 3'-8" 2'4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2' 8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-7' 2"'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 4'-4" 3'4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 3'A" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 5'-8" 4'A" 4'-0" PRECAST (2104.5 WIRE (2) No.3 4336 10000 6110 10000 6'-8" 64" 5'-0' PRECAST (2) D4.5 WIRE (2) Na.4 5323 10000 4103 10000 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 91-91 8'-4" 814y, PRECAST (2J D4"5 WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL CLEAR LENGTH SPAN DOOR SIZE LINTEI. TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID ##5(1) UU(011 1 LL SOLID #5 (2) U (I) L DETAIL'DH' DETAIL'D1' DETAIL'DH' &'DJ' DETAIL'DK'' 3'-8" 2'4" 2'-C' PRECAST (2) D4S WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'"4" PRECAST- (2) D4.5 WIRE (2)"No. 3 4511 10000 9686 10000 4'-2' 2'"10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 51_6' 4'-0^ 4'4" PRECAST (2) D45 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 64" 6'4" PRECAST (2) D45 WIRE (2) No.4 2292 2292 1918 2121 91.61 814" 8'-0 PRECAST 1 (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE SIZE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID SOLID #5 (1) U (01 #5 (1) U (0) L #55(2) SOLID #5 1 U,il L DET IL DETAIL'DF' DETAIL &'DF' DETAIL -DG' 3'-8" 2'11" 2'-0' PRECAST (2) 04.5 WIRE (2) No.3 3764 6455 5637 5637 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'.7 2'-10" 2'-6" PRECAST (2104.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5' 8" 4'11" 4'4' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54" 5'-o" PRECAST (2) D4.5 WIRE (2) No.4 176-0 1763 1578 1578 7'-8" 6' 4" 6'-0 PRFCAST (21 D4.5 WIRE (2) No. 1409 1409 88 1267 - 9' 8" 8' 4" 8'-0" PRECAST (2J D4.5 WIRE (2) No.4 1000 1000 686 903 ARCHITECTS 1441 N. HUNALU KCAUAN OLYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 F-5--u-55m a IrOT: KENSINGTON RESERVE (LOT#98) MO3DIMa SUMMERLAND (VERSION#01) PROJECTAI: 2997.000 098R1 PAGamm LINTEL PLAN (QUALITY PRECAST) /"W7V17�' STATE OF FLOF3DA DA (S/5/18 sc AUM 1/4"=1'-0" SEMET 15EOF 9 1 Limmommmommmp F-5--u-55m a IrOT: KENSINGTON RESERVE (LOT#98) MO3DIMa SUMMERLAND (VERSION#01) PROJECTAI: 2997.000 098R1 PAGamm LINTEL PLAN (QUALITY PRECAST) /"W7V17�' STATE OF FLOF3DA DA (S/5/18 sc AUM 1/4"=1'-0" SEMET 15EOF 9 1 2 x M (n SYP) 1n11110' oes (TYP-) NAIL (3) 12d • d1ii OCG. TYP. 2x12 HM. HDR. 0 ENTRY MINIM31WALL 01UIRMT STUD MAX"JK LEADER SPAN (P!.) CONNECTOR SVHEDt{ LE CONTROL PATE: DT -01-15 S' -m' TO SIMPSON UNA" USP '1'4 1/2' AND UP NUMDER OF FADER OTUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 HTA 16-18 1400 (i) Tod x 1 112' 1 -PLY, (6) lbd 2 -PLY, (USP: (10) IOd X 1 1/2' - NO *d OPTION) --� AT EACH 113114P OF FADER 1 1985 3 (10) 10d x 1 1/2' ]-FLY, (USP: (10) 104 x 1 V2') (2) META -16 —..-- (2) "TA I6-18 2800 ._..—. ._-..__ ._--_ 1900 (14) Ibd 2 -PLY (USP: NO 16d OPTION) PETA-16 1810 HTA 16 1615 (5) 10d x 11/2' 1 -PLY. (8) 164 2 -PLY USP: (10) 106 x 1 1/2', NO lbd OPTION META -20 1810 HTA 20 1616 (9) 10d x 1 I/2' I -PLY, (6) 164 2 -PLY USP, (I0) 10d x 1 12', NO tbd OPTION - r 2035 (10) 10d x 1 1/1' 1 -PLY USP: (10) 10d x 1 1/2'- (2) FETA -20----- !2) HTA-20 3110 -- 2500 (12) Ibd 2 -PLY (U5P: NO 16d OPTION) _ Z Q LGT-2 2150 LMT -2 1315 ('V - 1/4' x 2 1/4" TITEN, 2 PLY (USP: SLK (5)1/4' LLB, WOOD (16) 10d N DETAL-20 2480 NO U6P CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (1) 5/8" ATR IN HIGH STRENG44 EPDXY (MI)i 12' EMBED), (22) lod t0 WOOp (USP: (26) lod TO WOOD) I-KaT-2 + 10980 - _..._ - _ "WT -2 9365 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (145)10d TO WOOD (USP: WOOD (6) lod) HGT-3 + 10630 WLIGT-3 9366 (2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) lod) LGT3-80623 3285 LUGT-3 5330 (12) 5DS 1/4'4 1/2" TO GIRDER (4)3/0'x 5' TITEN 110 TO WALL (USP: CONIC. (4) 3/8' X 5" WEDGE BOLT, WOOD (12) W825 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO LPTA 1555 (10) 10d x 1-12' (USP: (10) 10d x 1 IZ' WALL VGT 4340---___.._, NO USP GCNVERSION FOR SIMPSON VGT (1) 5/8" ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR 61MP5ON (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' E115ED), (32) -SDS 1/4'X3" / 2 PLY MT6-12 1000 MTW 12 1595 (14) 10d x 1 12' (U6P: (14) 10d x 1 12", (14) 10d) HTS -16 1150 HTW 16 1660 (16) }0d x 1 12" (USP: 06) 10d x 1 1/2", (I6) lod') HTS -20 1450 HTW 20 2045 (24) lod x 1 12' (USP: (24) 10d x 1 1/2', (20) 10d) "TS -24 1450 HTW 24 2045 (24) 106 x 1 1/2' (USP: (24) 104 x 1 1/2', (20) 106) LBTA-12 •• 915 LSTA 12 910 (Y0) I" USP: (10) lod LBTA-18 ++ 1235 LATA 18 1360 (14) 10d USP: (14) 104 META -15 +. 1316 MSTA-18 1315 (14) 10d -__ UBP: (14) 10d V) MSTA-24 +. 1640 META -24 1150 (18) lod USP: (15) 10d [1- M5TA-30 +• 2090 M57A-30 2140 (22) MCI USP: (22) 10d Q MSTA-36 .. 2050 MSTA-36 -- 2525 (26) lod UBP, (26) 04d F— MSTI-36 3900 KSTI 236 3090 (36) I0d x 11/2* USP. (36) 10d x 1 1/2" MSTI-48 5065 KT51 248 425o (48) 10d x 1 1/2" USP: (48) lod x 1 12" H6 950 LF1A 6 1595 (8) Bd TO PLATES, (8) 8d TO STUDS (USP: 116) 8d x 1 12", (16) 8d) 5P4 886 SPT 4 945 (6) lod x 1 12' TO STUDS U5P: (b) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) Bd x 1 12' TO BEAM, (4) 8d x 11/2TO POST. USP, (4) 8d x 1 12" TO BEAM, (4) 8d r, 1 1/2' TO P08T. HCP1 645 HHCP 2 1010 (12) lod x 1 I2' USP, (10) lod x 1 12' t0 TRUSS, (10)104 X 1 12' TO PLATE _ HIDA 1340 RT 16A 2180 (18) lod x 1 12' UBP, (9) 10d x 1 1/2' TO TRU55, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4565 PMD 4A 4535 (16)-509 1/4'x3' TO UX>O , 00)-505 1/4'x2 12' W/ TRADED ROD, (2) NUTSNJASHER2 PLY USP: 5/8' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT i HD115 4940 TDX 10 5110 (lb) -SDS 1/4"x3" TO WbOD, (3)-3/4' STUD BOLTS W/ iHREADED ROD, (2) NU78/W46W /2PLT USP, 1/8' ATR MIN. 1' D SET IN HIGH STRENGTH EPDXY (4)1/V THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6.1'15 (V 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMIDED.) IN CONC, (12)led TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2635 1385 (1) S/8' ATR. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONIC, (12A6d TO WOOD USP: SAME AS 61MP00N LTTI3 ... 134o LtS 13 12 (U 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. �' EMBEp.) IN GONG., (6404 TO 1000p USP: SAME AS SIMPSON 500 V --�-- Lt8 20B 1105 (1) I2' AT.HIGH STRENGTH EPDXY, (MIN. 1' EMBED)IN ) CONC., (IOAOd TO WOOD R M LTT20B +.+ USP: 3 /4' ATR MN 1' EMBED SET IN HIGH 5TREN5TH EPDXY, IV) 10d, (l0) IOd x 112', 2-V2" (� HT r4 4455 HT745 4465 ETI4 EPDXY (MIN. 1' EMBED,) IN GONG, (18) SPINO X 1 1/2' (USP: (20) 164 X 2-12') (I) 5/8' ATR- IN HIGH STRNG USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12' Z Q 5430 (1) 5/e' ATR. IN HIGH STRENGTH EPDXY (MRL T" EMBED,) M GONG, (26) 16d X 2 1/2' (USP: (20) 164 X 2-129 "TTS 5090 14TT45 USP HAS MORE NAIL OPTIONS: (28) TOd, (28) 10d x I-12', (20) 16d x 2 12' HHD(2II-SD5 25+ 11010 1 11 12090 (1) 1 A I:R. IN HIC#1 STREN TW EPDXY, (MIN- 10 EM ID) IN GCNC (24) SpSYa"x7)4' WOOD SCREWS (USP: (24) WS9 WOOD SGI W6J HD1B 6645 TDX 10 5110 (1) 1/8' A.5_ N HIGH BTRENGTH EPDXY, (MIN_ -I' EM5EP-) IN CONIC_ (3) 3/4' STUD 5OLTS TO WOOD (USP: (4) 1/8" BOLTS) 511'75ON: (1) 3/4" ATR IN HIGH STRENGTH EPDXY, (MIN. 6.16' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 6,15' EMDEDMENT) N CM.U. FACE, (18)Od TO BEAM MBHA 396/1125 3415 5330 NFM35X12U 3165 1130 USP: (I) 1/2'.)-1501.T W/ MINrMM 6: EMBED.. NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW N RAMBET/REDHEAp PYNA 50i -T SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED DEPTH INSTALLED M THE FACE. AT JOIST Ld 2660 (FLR) 2s30 (FLR) HU5C41'L (WOOD) 3635 3265 (ROOF) HU64121F 3060 - 3225 (ROOF) TO HEADER. (10) Ibd TO WOOD USP, SAME AS SIMPSON QWUC410 (CMI) 1810 5085Hp410 IF 1905 3115 F(18)1/4' 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) lOd TO WOOD: (USP= (18) 1/4' x 3"W93 SCREWS, (10) l0d TO WOOD. HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP:08) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD WUC210-3 (CMU) 1810 4000 "0210-31F 1505 3115 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) 10d TO WOOD: (LISP: (18) 1/4' x 3" W53 SCREWS, (10) 106 TO WOOD LGUT126-2-SDS - 1430 5595 NO USP CONVERSION FOR SIMPSON LGU`I864-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) 70 CMU, (4.) 1/4' X 2 12' 608 SCREWS TO WOOD HIGH STRENGTH EPDXY 6 SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/EINGNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 8U"TITUT11INY, FOR SIMILAR EPDXY PRODUCTS ORLOP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICAL CELL IN CMU. WALL MUST 5E FILLED SOLID w/ GROUT_ ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 2396 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T1415 APPLICATION PRIOR TO INSTALLATION ++. T1INIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" Ld F— ATR. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST Be RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION l8 USED. WHEN U611N3 STAINLESS STEEL CONNECTORS, USE STANLE58 STEEL FASTENERS. WHEN USING IMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 154815 AND MUST "AVE WRITTEN APPROVAL PROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES EASED ON SIMPSGN 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WND-RE815TANT CONSTRICTION C -HW % AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA5-2012. 2 x M (n SYP) 1n11110' oes (TYP-) NAIL (3) 12d • d1ii OCG. TYP. 2x12 HM. HDR. 0 ENTRY MINIM31WALL 01UIRMT STUD MAX"JK LEADER SPAN (P!.) UP TO S' -m' TO 8' -ON UNA" W-11 1/1' '1'4 1/2' AND UP NUMDER OF FADER OTUDS SUFPOWNG END OF HEADER 1 2 3 NU M15ER OF: FULL LENGTH &TWO 2 AT EACH 113114P OF FADER 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.0: • 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 PRE-ENCs1NEERED FLOOR TRUSS EXTEND SHEATINCs TO 5LOCK PROVIDE FLASHM 2x6 LEDWR SECURED W/ 1/4' x 4' LAC% BOLT W/ 2" DIA. WASHER , 24' O.C. MAX (2x6 5LOCK1NCs AS REQ'D) LSU -26 2X6 SUMFASCIA A.F.F. LUS26 W/ (4) 10d's TO LEDC%ER AND (2) 10d's TO jxb F1w.AM1NCs MEMBER OVERHANG DETAIL SCALE: 1/2' = 1'-0' I I T I f T I T T T 1 �frnll.lrrtn■ ■n, r-� - -- -- - n1 �f.11lfi�■�" was _ 1��� : A� C� • '1 �/, ;1:111m + �L.� �ON! 'jr■��1 It ' 1■ r11 1■ ■i1 !ti OF ■� `i is oil IS IIL L' 119 �� 1L IN oil m= It � „ � 1 )♦L! 1 I ' 1 ■ r,. 1 Iii 11 1� h f 1■ in M- 20, 'A R,.5w rLij POST TO SLA -� II i vl .- .f ._ F�IUNDER HEADERTil 'Ali 4X4I�' l� ..POSTii u � ■III m: I 1l=li�liil ff+����wf■�� A P4 - c6 oil ilk_ rl mill FIRST FLOOR FRAMING PLAN SCALE: 1/4 NN V -V ELEVATION 'A' ATTACH (2) 2X8 BM TO FRAME W (2) MTS -12 - ATTACH (2) 2x8 81'1 TO CMU W (2) MTSM-12 (2) 2" BEAM 3 (2) META -16 ARCHITECTS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 E 8E 0 L C 8XM3DIY. & LAT: KENSINGTON RESERVE (LOT#98) a�oD�1.: S UMMERLAND (VERSION#01) PROJECT: 2997.000 098R1 PAGE: FIRST FLOOR FRAMING PLAN ARCMECIP STATE OF FLOWA DA t eV5/18 77 8C 1/4$$=1'-0" SKEET 6 OP 9 �IIIIIIIIII .0000vovvo, E 8E 0 L C 8XM3DIY. & LAT: KENSINGTON RESERVE (LOT#98) a�oD�1.: S UMMERLAND (VERSION#01) PROJECT: 2997.000 098R1 PAGE: FIRST FLOOR FRAMING PLAN ARCMECIP STATE OF FLOWA DA t eV5/18 77 8C 1/4$$=1'-0" SKEET 6 OP 9 NAIL (3)12d • W -V OAC. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIM HEADER SPAN (W CONNECTOR SCHEDULE ICONTROL DATE: 01-01-15 5'-0' TO SIMPSON LIX0. USP T -II 112' AND UP N MOER OF FADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER f 3 META -16 1450 LATA I6-10 1400 AT EACµ END OF FADER _ (1) 10d x 1 12" 1 -PLY, (6) V d 2 -PLY, (USP: (10) led X 11/2, - NO 15d OPTION) (2) META -I6 '-- -1985 1900 �.--_ — (2) HTA 16-18 2800 (10) loci x 1 12' 1 -PLY, (USP: (I0) IOoI x 1 1/27 - 04) 16d 2 -PLT (USp: NO 16d Of-tiow HTA 16 1615 (9) I0d x 1 12' 1 -PL. Y, (a) 16d 2 -PLY USP: (1e) led x 1 12', NO 166 OPTIONOle HTA 20 161E (9) II x 1 12' 1 -PLY, (8) 16d 2 -PLY USP. (10) 10d x 1 12', NO 16d OPTION2035 F�4ETA-1&laic --- (2) HTA-20 31102500 (10) led x 1 12' I -PLY USP_ (10) led x 1 12' C12) Ibd 2 -PLY (USP: NO Ibd OPTION) 02150 LUGT-2 1915 _ _. (U61- CLK (5) d4' 1113, WOOD CI67 10d (1) - 1/4' x 2 I!4" TITEI,, 2 PLY" V) 0ETAL-20 2460 NO USP CONVER51ON FOR SIMPSON DETAL-20 V (IS) - led x 1 1/2, 1 PLY MGT 3%5 MUGT�. 4000 (1)5/6' ATR IN H16H STRENaTH EPDXY (MIN. 12' !°M P), (22) led TO WOOD (USP: (28) loci TO 10000) HGT-2 + )0980 441sT -2 3365 (2) 314'ATR. M HIGH 57R.ENGTH EPDXY (MIN. 12' EM15ED), (16) 10d TO WOOD (USP: WOOD (w I0d) HGT-3 10530 HUGT-3 936E (2)3/41 ATR N HIGH STFZE C.T44 EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (87 I0d1 LGT3-6082.5 3285 LUGT-3 5330 (12) SDS 1!4'x2 12' TO GIRDER. (4) 3/E' x 5' TITEN HD TO LL14LL CUSP, CC IC. f4) 3!&' X 5' U.EDGE BOLT, WOCyD (12) 1.1.1525 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 10d x 1-1/2' (USP: (10) I0d x 1 12' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/E' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONYER510N FOR SIMPSON (2) VGT) (2) 5/8' ATA N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)408 1/4'X3' / 2 PLY M16-12 1000 MTW 12 1595 (14) I0d x 1 12' (USP: (14) Wd x 1 12', 04) led) HTS -16 1150 HTW 16 1660 (16) led x 1 12' (USp: (16) led x 1 I/2', (16) 104d) __ ...r..._� 1475-20 1,450 —_ HAW 20 2045 _^ (24) 10d x 1 12' (USP: (24) 06 x 1 )/2', (20) 10d) HTS -24 1450 HTW 24 2045 (24) led x 1 I/2' (USP: (24) led x 1 1/2', e20), Ied) __- LSTA-12 •• we, LBTA 12 _ 910 _ (ID)1Od usp: 110) led L5TA-10 •• 1235 LSTA 18 1360 - 04) 10d USP: (14) f0d MSTA-I8 •+ 1315 MSTA-16 135 (14) led USP: (14) led N MSTA-24 «. 1640 1 I1E0 (IB) led USP: 'Is) led CL MS7A-30 ++ 2050 _.� MTA -30 2140 _ (221 106 USP: (22) led < MSTA-36 .• 2050 M97A-36 2525 (26) led USP: (26) 494d F-- 11671-36 3800 KSTI 236 3090 (36) 10d x 1 12" U.,P: (36) Od x 1 112' MSTI-46 5068 KTSI 245 4250 (48) 10d x 1 12' USP. (46) Idd x 1 12" H6 950 LF -IA 6 1595 (a) 561 TO PLATES, (8) 8d TO STUDS LUSP: (16) ad x 1 1/2', (lb) adT -�_ SP4 mr, SPT 4' 945 (6) Ied x 1 lit' TO STUDS USP: (6) 10d x 1 12' TO STUDS -. 434 HCP2 395 645 MP 34 HLIOP 2 410 1010 (4) 8d x 1 In' TO BEAM, (4) ed x 112' TO POST. USP. (4) ed x 1 In' TO BEAM, (4) 8d x 1 1/2" TO POST. (12) I0d x 112' USP: (I0) 10d x 112' TO TRUSS, (10) led X 1 V770 PLATE A_ HIDA 1340 RT 16A 2180— (16) led x 1 12' USP: (9) led x 1 12' TO TRJS6, (e) 60d X 1 1/2' TO PLATE YGT 4 44DU4 4565 PHA 4A 4535 _ (16) -SDS 1/4'x3' TO WOOD, (I0) -SDS I14'x2 12' W/ THREAPED ROD, (2) NUTS/WASFER2 PLY - 6/8" ATR MIN. T' EMBED SET IN HIGH STRENGSTH EPDXY, (10) WSW WOOD SCREWS VGT t: 1,-015 4940 _ TDX V 5110 (16)-506 V4'k3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED FS7D, <2/ 4U151UA46HER2PLY USP, 1/8' ATR MIN. 1' EMBED SET N HIGH STRENGTH EPDXY (4) 1/8' T14RIJ-BOLT5 ABU 44 2200 666E PAU 44 2535 6115 (113/0" ATR IN HIGH STRENGTH EPDXY, (Mn 1' EMBED) IN CONIC, (12) 16d TO WOOD USP. SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 001D (U Elm, A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (II TO WOOD USP= SAME AS 611 -11 -SON V) LTTIS r.. 1:40 -_ LTS 19 - 1205 4 (1) 3/4' ATR IN 441314 STRENGTH EPDXY, (MIN. 1' EMSEDJ N CONC., tVed TO LUOOV USP: SAME AS SIMPSON 0 LM05 ++• 500 LTS 205 1105 (I) 12' 47R N HIGH 5TREN63TH EPDXY, (MIN. 7' EMrt3EDJ N GONG, CIOAOd TO WOOD USP: 3/4' ATR MN 1' EMBED SET N HIGH STRENGTH EPDXY, (10) led, (10) led x 112', 2-12' = (� HTT4 4455 X45 4465 0,1 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN 1' EMBED,l IN CONG., !16) SD'10 X 12' (LL4P: (201 16d X 2-Il27 USP HAS MORE NAIL OPTIONS: (20) led, (20) 10d x 1-12'. <20) Ibd x 2 112' Q HTTS 5090HTT46 5430 (f) 5/B' A.T.R. IN HIGH STIRLNGTH EPDXY (MN. 7" EMHED,) N CONC- (26) 166 X 21/2' CUSP: (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) led x 1-1/2', (20)16d x 2 V2' HHpQII-BDB 25+ 11010 8 UPHD 11 12090 (1) 1' ATR- N HIGH STREW.T" EPDXY, (t -IN 10' EMBEDJ N GP-4IC_ (24) SDS 1'a' x 1k' WOOD 9CIeFW5 (USP: (24) 4789 WOOD `WCREW3) 1x64$ _.w TDX 10 5110 (I) 1/a' AS. 1N HIGH eTRE1"hGTH EPDXY, (MIN. 1' Ei'IB)=P.) N CONC_ (3) 3/4' STUD 501-18 TO WOOD (USP: (4) 118' ]BOLTS) MBNA 3b6AUD 3415 5330 NFM35XT2U 3165 1130 SrPSON, (11 3/4' ATR IN HIGH STRENGTH EPDXY, CMN 6.15' EMEAM F'1l IN CM1W. TOP, (U 3/4' A.TR N HIQH STRCNGTW EPDXY, (MIN, 6,18' EMMDME?JT) IN CM.U. FACE, 115ADd TO BEAM USP: (1) 1/2' J -BOLT W/ MINIMUM 6: LMAED. 4 NOT LESS THAN 4' FROM EDGE OF C:CNC W! 3/4' DIA ITW R4MSET/REDWEAD DYNA BOLT SLEEVE ANCHOR OR £(M_ W/ MN, 5' EMBED DEPTH N8TALLED N TW FACS. led AT JOIST It uj 0 LIUfiC412 (WOOD; .. 3635 — -- 2660 (FLR) 41US4121F 3265 (ROOF) r.__--- _ 2530 (FLR) 3060 -- 3225 (ROOF) _04) (10) 16d TO HEADER (IO) Ibd TO WOOD USP: SAME A8 81MPSON QNUC410 (CMU) 1810 5085 W0410 IF Y 1905 3115 - (I6) 1/4' x 2-314' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (10) 1/4'x 3" UIS3 15CREW5, (I0) l0d TO WOOD. = F4UC21O-2 CCMU) laic .._ seas WD210-21F 1905 3115 (18) 1/4', 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) led TO WOOD: (USP: 118) 1/4'x 3" UB3 WREW5, (10) 106 TO WOOD HUG[10-3 (CMU) 1810 4000 !41ID210-31F _ 1905 3115 (IS) 114"x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (le) led 10 WOOD:(U5P: (18) 1/4'x 3" W53 SCREW5, (10) 106 TO WOOD r_ Lc.Lmr -2-SDS 1430 9595 NO USP CONVERSION FOR SIMPSON LCLM6-2-5DS (4) 3/a' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMJ, (4) 1/4' X 2 12' SDS SCRE1LI8 TO WOOD HIQH STRENGTH EPDXY - SIMPSON 'SE1 EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRICK 10 SUBSTITUTNO FOR 51MILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING. SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER TH4N T' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ CsROUT. +. 10d COMMON NAILS CAN BE 61.119STITUTED WITH led x 112' NAILS N CANWUNCTION WITH A 239. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T64I5 APPLICATION PRIOR TO NSTALLATION. ++ MINIMUM EMBEDMENT NTO THE TOP OF A SONDBEAM WILL BE E', 151N".11 I EMBEDMENT INTO THE FOLINDAVON WILL BE 1" LLJ I— ATR • A -3O1 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. WHEN U6NG STAINLESS STEEL COMIECTORS, LI&E STANLE68 STEEL FASTENERS. WEN USING IMAX / HPG GALVANIZED CO"4ECTOR5, USE FASTENERS GALVANIZED FM ASTM -4153 USE CF EXPANSION ANCHOR5 WILL Be EVALUATED ON AN NDIVIDUAL 54518 AND MUST HAVE WRITTEN APPROVAL FROM THE ARC)-IITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON bIMPSON 'WOOD GONSTRLICTION C"ECTORB G-2013' , '443H WIND-RgSISTANT CONSTRUCTION G-F4W09. AND ANCHORNG 4 FASTENING SYSTEMS FOR CONCRETE (1 CATALOG C-5AS-2012. NAIL (3)12d • W -V OAC. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIM HEADER SPAN (W UP TO 5'-0' TO 8'-®' LIX0. W-11 112' T -II 112' AND UP N MOER OF FADER STUDS 8UF"0RTMG END OF HEADER 1 2 3 NtMDER OF FULL LE a1rW 5=5 2 AT EACµ END OF FADER 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. TRUSSIBEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE 05 CJI I� CJ3 = II II I II II II it II II II II = CJ3 GJ6 Ill= = II 11 \ II II II II II it U = = CJS owl DBL. STUD 'yip ��� DBL. STUD I A03 A04 A05 AMS AM A05 Q A03 = _ _ _ _ - _ _ _ _ = TRUSS TO (2) 2xS 013L A06 STUDS W/ =3a FATS -16 S STUD tip ATTIC .y T7 F '—_ 904 Soh W3 504 - - _ - - - - - I �. I I CA W_ _n I 504 ,� D5 am 4 D5 I DB501 STUD STUD _LINE OFIST CJ5 ill= _ II li 1 n III 'Sjo = = C Jay FLOOR BELOW W3 = II II II I II II II ==01c CJ3 CJI I 1! n II n I n n 11 II I CJI I 1 I 3 3 3 3 I I I I 1 I I I I LINE OF IST — -------FLOORBELOIiT--__------.___ SECOND FLOOR ROOF FRAMING PLAN SCALE.- 1/4 Is V-0' ELEVATION 4A' f'A R C N I T E C T S LUNUWVVV, FL 32/*tl PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 8V13DXV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: S UMMERLAND (VERSION#Oi) PROJECT#: 2997.000 098R1 PAGE: SECOMD FLOOR ROOF FRAMING ELEVATION ARCHITECT STATE or- 4y F DATA e/5/18 sC - 1/4"=1'-0" 8*7 OF 9 2x STUDS PER GENERAL NOTES SKEET (GN), SECTION TIMBER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL i . \ENTRY FRAMING DETAIL D TRUSS 4 1. FRAMING NOTES , LINTEL 'RIP EDGE 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. & LCT: KENSINGTON RESERVE (IAT#98) MOD2EL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: ENTRY FRAMING DETAIL AFX:sirr -cr: STATE OF FLODA DAA: 0/5/18 13C L.8::3/421=1'-099 1 01111111111 Limov0000000, SUBDIV. & LCT: KENSINGTON RESERVE (IAT#98) MOD2EL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: ENTRY FRAMING DETAIL AFX:sirr -cr: STATE OF FLODA DAA: 0/5/18 13C L.8::3/421=1'-099 1 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE LAN: SU D MODEL ENTRY LOAD INFORMATION VA 2421 SQ.FT. GENERAL LIGATING X (3) = VA PER SQ.FT. 7= (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA F.A. 3000 (1) LAUNDRY aIRCM AT 3000 (1) RANGE AT NAME PLATE RATING OR COORTOP/OVEN 12000 (1) HATER HEATER 9000 (1) DM"ASRER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 Auw SUBTOTAL OF GENERAL LOAD FWT 10 XVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL LOAD • 40X= 38,509 VA z (.4) 15AN TOTAL NET GENERAL LOAD M404 3.5—TON HEAT PUMP#i 30 AMP X (240 VA) = 7200 r - 5—HR ELECTRIC HEAT 5000 VA z (85X) 3250 EXTERIOR IIAINV"OM 01M NET GENERAL LOAD MM NET TOTAL HEAT 106450 TOTAL LOAD 96.854 CALCULATED LOAD FOR SERVICE 35,854 VA / 240 V— 149.39 200 AMP SERVICE SINt N TRANSFC*MR BANG 5MVA VOLTAGE: 162®/13200-240/480V SERVICE: SHGLE PHASE TYPE= UNDEW4ROUND AVAILABLE INITIAL SYMMETRICAL PAULT CIFKWIT AT SECONDARY SIDE* (00/240 VOLTS) MAXIMUM FAULT CURRENT: IWW SWO POIIER COMPANY TRANSF0101ER (3) • 1 Twwmn -NW COPPER CONDUCTORS, (I) • & TWWNtn-purl COPPER CARIOLHD IN 2" CONDUIT. NEMA 3R 200 AMP 120/140 COMBO VOLT 42 018=44ECT CIRCUITS M C 4N METER MLO 200 AMP PHONE / DATA r WEATHER PROOF BOX GABLE / TV WEATHER PROOF BOX SERVICE BY OTHERS NMRSYSTEM BONPM I ERMMAL AT LOW VOLTAGE CONNECTIONS GRADE LNE 2 00 AMT= ELECTRICAL R 15E R PROVIDE '14 TI-IWN/fMW COPPEima CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE= COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS 814A -L C MIDLY W/ WM. IF PVC IS USED THERE 18 NO APPLICAIBLE PROVISIONS OF THE NATIONAL.. ELEC. CODE, LOCAL- OA4pA3PIOUND TO COLD WATER PIPE. CODER, ANO THE LOCAL f'POIIER GO. wp PATIO , r GFI A / I DINETTE I If DED. 20 AMP �' ►I . - I OXLET FOR'e M. WAVE I ``Di f e i •I ` I F04 BUTTON- FOR 0I8P. + KITCHEN OFT _I - T I Jf C PRE -WIRE SD.O Lwl STUDY A11 11IWI-I co_ METER VERIL=Y LOC. wl • 42' AFF. cel • ' 42' ,AFF. GREAT ROOM r f FAN/CEILWs fr PRE-WRE � / I' 1 ` f f . /// of r � 2 CAR GARAGE 1 1 1 GyFI�G�LCx. anEt 1 f I(Lal I ty E `..�..4 ro, ENTRY NOtEB 6 Nov Olmr N1ef1NRIe mi ww W de01ID MILT riA1'I�llt ll�rANr 1TPFm ® nvv R.om blEM norm M alAM NLT Ot M *V OLjTI.Et ` 8 I "o ' ' ro swt-Ic tJPStAIR3 Auw NOv GH ear W aFV=MILT FOYER — - T � R• 1 r - 4 ME COMM 2 CAR GARAGE 1 1 1 GyFI�G�LCx. anEt 1 f I(Lal I ty E `..�..4 Irr wp ENTRY NOtEB FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 = P -m' ELEVATION 'A' IELECTRICAL LEGEND � SYMBOL Dk*NITION NOtEB 6 Nov Olmr N1ef1NRIe mi ww W de01ID MILT riA1'I�llt ll�rANr 1TPFm ® nvv R.om blEM norm M alAM NLT Ot M *V OLjTI.Et AM /t1Y► nev smtaeD Nmw" NarW w Waw MILT � mw&r Auw NOv GH ear W aFV=MILT Ii1IlNPIIle *M pmwdw T rfm zwv OLCILl:t 4 ME COMM EXTERIOR IIAINV"OM 01M sutw SINt N 3-W ar guw $4 am= 44W CFWV N DwrIER II9=4 (.� WALL MOLKW 1 LK�Fii WALL GCAN:E "e -m CEI.ULG MoLmw LIGEIt O iECEEED CAN O, VAPOR I 8 VENT Fm �( vew PAN w }�( LISIt II�II 24' USV GNP 46' LIGNt STRIP F -0--i' IlLwpacw 4S' RuoRt6cENt © PAM L — 6'IRLG11I0ED TIRE PAPEL MEI O Sim DETECTOR "'c"'H ® Po °� ' 'w'. DEWo= e' sem, CARBON DETWORcomo PENDANT LW JACK QGmOWLET ® CEILINGS PAN / comear<psam tone IIrmx m k Ac=vmm W LW eooc I�Nre m om me cKwImrulaw,oec SFFQ lJ� N A W ® -�� Boll hOM At SM tae PRE4INRE FLOOD LIGiFIT o DYM KEYPAD [� DKIWAL KEYPAD �j MAIM IEATER ��JJ DI6COME�C? AR CAPD. DISCONNECt TELEVOM JACK L EMEROCY --J LK�FITNG O DOOR CNME6 NOTE: -PHONE OUTLETS ! TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -,ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 r c SVHDIV. ac LOT: KENSINGTON RESERVE (IAT#98) MOD3CL: S UMMERLAND (VERSION#01) 2997.000/0 8RI PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHnEcT: STATE OF R -OMA �U�%f Ioia D S /5 /16 0 p* M 1/4"=1'-0" SHMET 9 OF 9 LINE CF IST ' I LII CF IST — — — FLOOR 8EL01lJ -- -- — -- SECOND FLOOR ELECTRICAL PLAN ELECTRICAL L LEGEND SYMF30L DEPH ION NOTES u t ea�r�awn�t roy RZOR 410110lIMLt ® NfEY�lde INlTtA /71e I�NrANr ain ET 1Yti Wv EWtWED eom"w w 4FAM PALt 1lIEI�IH! ftAM POWAlr A TL E r 111w AOV Gp eon wdpw W 1'ALt Him I IorAlr `T1 AST Mw i' m WY 220V OUTLET 4 019 02#4 CION ExTEI�IOR 114iETQl''1i0CP OtlTLET $ EMTW $ SOW $4 SM 44w cl"wm D"1M SN"W 4 WALL MOLNW uaw n YWl UME Bllilllllll c.wj KCLNW LW o ©. VAPOR }'BOOP FMCOM CAN VEW FIMI �( VEW PIN LV �C LW r0 D 24' LIGHT OMP 4m' LW STiiP 0 memw 24' Fi.{IORfi'KErIT 48' FLIIORI�Nf D PANEL. � StRucTu�eD LVE PANEL PETER E> DE OR 8, W MWOR COI'150 M30ANT LW JACK Q CAS Amar ® CLWx PARI / I rsamica � ACCOWWU it LW OW MAM A61M MM owmilm CKWOCKPOINWWO N1W=W N ACOCRU E W LA(MMp� rY NIOi h01! 1�Itai ® SMAM PIiE�I�iE FLOOD LK#IT a GEMly SYFM KEYPAD Q DIGITAL I'YPAD WAIM FEATER U DIEWN ICT AR corp. U DIECOMECT TELEVOM JACK AAM L7 DOOR CWM NOTE: -PHONE OUTLETS t TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEP'T'ACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C N I T E C T S lYY.L R. RV"ALU r%CMM#%R DLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 E 8E 0 L C BUHDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEIc S UMMERLAND (VERSION#01) PROJZCT#: 2997.000 o98R1 PACK: SECOND FLOOR ELECTRICAL PLAN ARCHrrEC'P 8'TATE OF FLOf�DA D : 1 6/5/18 ALA: 1/4"=1'— 0" /'MHM3CT 9. lop 9 Bllilllllll ,vvoovvoov, E 8E 0 L C BUHDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEIc S UMMERLAND (VERSION#01) PROJZCT#: 2997.000 o98R1 PACK: SECOND FLOOR ELECTRICAL PLAN ARCHrrEC'P 8'TATE OF FLOf�DA D : 1 6/5/18 ALA: 1/4"=1'— 0" /'MHM3CT 9. lop 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SIMM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) FIRE-INEERED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION 8905 OF THE FBCR, GABLEROOF TRUSS DO NOT EXCEED �DO NOT EXCEED a 6TH EDITION (2011) 1' 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES J' DRYWALL i' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. P.T. 1x4 or j"x4' MIN. (4'-0' O.C. s SHEATHING SEAMS) (SEE WIND%VOOR J,� 5LOCKWs 1x4 or 1x2 P.T. NAILER (SEE WINDOtWDOOR JAM5 BLOCKING 1x4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 SU$ -BAN DOOR CASING VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW ' TEXTURED CEMENTITIOUS COATING MIN. AS PER TOVER O' HIGH RUSS ENGINEERING) (ATTACHED to BLOCKING MEMEBACH END and s 18' OC.MMAX (ATTACHED TO BLOCKING " cm (PER ASTM C926) OVER PAPERBACK PER MFRS SPECIFICATIONS PER MFRS SPECIFICATIONS) P.T.1x4 or x4 MIN: EXPANDED METAL LATH OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ ' x 9' SECURE1TTAPCON (MIN. EMBEDMENT i) 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN „ „ » 8' FROM EACH END and 0 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP NIGH STRENGTH EPDXY WINDOW TO BLOCK (+ % or +Y4 } WINDOW TO BLOCK (+3) or METHOD PER 'NAILING SCHEDULE') lb MIN. EMBEDMENT 0 32 O.G. MAX) DOOR JAMB TO BLOCK (+%4" or + 4 DOORJAMB TO BLOCK (+3"} (l) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 4A 4E ® 18' O.C. MAX w/ 12d NAILS � S' O.C. MAX �'`��` 1�-1�-0, �` 1'°1 -® MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14' TRUSS wl (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED -8 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM . ATT OR BLOWN -IN INSULATION t0 PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) a' TAPCON C926) OVER CM - (R -VALUE PER ENERGY CALCS) 11 DO NOT EXCEED ' DO NOT EXCEED ' (MIN. EMBEDMENT 14') 8' FROM EACH GYPSUM BOARD OR J' HIGH STRENGTH 8' CMU BLOCK 8 CMU BLOCK END and IS O.C. MAX CEILING BOARD' DRYWALL" DRYWALL (1) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (l) 05 (SEE WINDOWDOOR JAMB P.T. Ix4 or 1x2 P.T. NAILER P.T. 1x4 or J'x4' MIN. 1x4 or 1x2 P.T. NAILER 18' O.C. MAX I SINGLE STORY SCALE: 3i4'=r-0' CONTINUOUS MBAR >=,aSt R SCHEDULE FOR AttACHM�Nt POOR CASING « WNDOW DOOR �AM13 BLOCKNG �' OSB (4' WIDE MIN) MIN. SPANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 J' SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8 FROM OOR (ATTACHED WINDOW PER MFRS SPECIFICATIONS EACH END and a 18' O.C. MAX OVER +30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+I Y } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 14') 8' FROM EACH DOOR JAMB TO BLOCK (+l Y"} THROUGH NON-STRUCTURAL MEMBER (ix or J' OSB) END and s 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT w/" TAPCON MIN. I J' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE') 4B SCALE: 1'=1'-0' (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSSa 18' O.C. MAX ATT STRAP WINDOW TO BLOCK (+3 %6"} MIN. SHANK SIZE .146 OR BLOWN- IN INSULATION MIN. HEAD SIZE 300 (PER PLAN (R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3y6 MIN. EMBEDMENT 14' SHIM AS NEEDED 4F TO PLUMB JAMB. SCALE: METAL DRIP E'GYPSUM BOARD OR z' HIGH DO NOT EXCEED' P.T. 2x8: 2x6 SUB -B STRENGTH CEILING BOARD SECURE TO BLOCK w/ l2)' TAPCONS 8 CMU BLOCK VENTED ONC. FILLED U -BLOCK w/DRYWALL NOTE: (MIN. EMBEDMENT 14') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR F.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 18 O.C. MAX PER FLAN .�a.; ((SEE WIND011YDOOR JAMB BLOCKING TO PLUMB JAMB. or PRECAST LINTEL FASTENER SCHEDULE FOR ATTAC41ENT OSB (4' WIDE MIN.) DO NOT EXCEED � (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT pOOR JAMB / WINDOW DOOR CASING a 18' O.C. MAX ATTACHMENT PER MFR PER PLAN) SPECIFICATION (ATTACHED t0 BLOCKING 8' CMU BLOCK MIN. SPANK SIZE .145 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300 ' P.T. Ix4 or x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 NOTE: (SEE WINDCW/DOOR JAM5 BLOCKING STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACH p NT P.T. ix (4' WIDE MIN) ALL INSULATION i (R -VALUE PER ENERGY GALLS) THROUGH NON-STRUCTURAL MEMBER (lx or OSB) DOOR CASING P.T. (2) 2x4: EE PRECAST OR POURED IN w/ a' TAPCON MIN.1 " EMBEDMENT INTO BLOCK SECURE 2nd 2x t0 sTRUGTURAL SECURE TO BLOCK w/ (1) ' TAPGON PLACE SILL (PER BLDR 4 MEMBER w/ (Z)12d NAILS 8 FROM OOR JAMB / WINDOW j' GYPSUM WALL BOARD EACH END and ® 18' O.C. MAX (ATTACHED t0 BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY INWINDOW TO BLOCK (+I 19/16") PER MFR'S SPECIFICATIONS) END and a 18' O.G. MAX COATING 9216) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK +l 1�6 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED N. (PER ASTM CONG. POURED CELL NOTE. ll) DRIVE PIN, 8' FROM EACH END and C } a 18 O.C. MAX 8' GM ' P.T. FURRING STRIPS + 16' O.C. 4CSCALE: 1'=1'-0' THROUGH NON-STRUCTURAL MEMBER llx or J' 055) MIN. SHANK SIZE .145 W/ " TAPCON MIN.1 J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT 141 NOTE: WINDOW TO BLOCK (+3 %6") ,° a ° RM AS NEEDED P UMB JAMB. DOOR JAMB TO BLOCK (+3y6} P.T. (2) 2x6= TO 4G SECURE TO BLOCK w/ (2)' TAPCONS ° CRETE SLAB DO NOT EXCEED :4 SCALE: r=r-0' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK- 4END and IS O.C. MAX XTERIOR WALL FOOTING' DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or 1x2 P.T. NAILER UPLIFT UP TO 1,115 Ib (2) DRIVE PINS, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB 5LOCKMG SIMPSON PTS20 w/ (10) 10d NAILS TO TRUSS 4 6 18' O.C. MAX 2 BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) P.T. ix l4 WIDE MIN.) � � MINI. SHANK SIZE .145 SINML.E STORY SCALE: 3/4'0-0' FASTER SCHEDULE FOR ATTACHMENT (4) X2 TAPCONS INTO BOND BEAM -ENGINEERED DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED t0 BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1' BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 I / BEAM BOARD (R -VALUE PER ENERGY CALLS STRENGTH CEILING BOARD l2) SIMPSON PT -520 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS t0 TRUSS 4 (4)'X2 TAPCONS —. P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)— (MIN. EMBEDMENT 1') 8' FROM EACH W/ ' TAPCON MIN. 14' EMBEDMENT INTO BLOCK 4 _ —� END and a 18' O.C. MAX TAPCONS MIN. or OPENING 22'x 30' MIN. 0 CASING AT sI WINDOW TO BLOCK (+2 Y4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and D DE 2 APART tv 18 O.C. MAX 3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .3 m SCALE: V.S. WOOD CASING E GYP. 4D ,_ , 5 BOARD (TYR) �-E: 1-1'0 SCALE: N.TS. MIN. EMBEDMENT 1 j' A R C H I T E C TS Design Group;��. 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#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000/09881 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA JUS �61�a DATE: 6/5/18 SC :1/4"=1'-0" SH T j �I'I'I'I'II \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000/09881 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA JUS �61�a DATE: 6/5/18 SC :1/4"=1'-0" SH T j NAILING.SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110000 ROOF DIAPHRAGM - ASPHALT 6141%LE . 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED AND REINFORCEMENT) 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS INTERIOR LBW TO CMU INTERSECTION O.S.B, or V COX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL SINGLE STORY L.B.W. w/ UPLIFT , EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. A `� A SCALE: 3/4'• I'-0' SCALE: 3/4'■ I' -m' ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. z w RING SHANK GUN ECURE 2x TO CMU w/ (3)V x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE M. BL ANCHOR BOLT w/ 2' WASHER SET ----DOUBLE TOP PLATE t0 STUD T BLE OP PLATE TO STUD Lu Sd NAILS a 6' O.G. IN FIELD IN SIMPSON OR USP HIGH w/ SIMPSON SP4 (USP 5PT4) w/ SIMPSON SP4 (U5P SPT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6' MIN. a 32" O.C. MAX 0 32' O.C. MAX � EMBEDMENT) 2x SCUDS a 16" O.C. MAX 2x STUDS to 16' O.C. MAX z' APA -RATED Ob.5. (AS PER MANUFACTUR'S %8 CDX EXTERIOR PLYWOOD or r7/32'� INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL a PRE-ENGINEERED PRE-ENGINEERED NOTE: (1) ANCHOR BOLI UNLESS NOtEp OtHERW15E UNLESS NOTEp OTHERUISE . EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' OAC. EDGEWISE. TOP CHORD BLOCKING ®4' a U BOTTOM 4 (1) NEAR MID -CENTER BLOCKING aMID-WALL $LOCKING aMID-WALL A A JOINTS WITHIN 4'-0" OF GALE M. 2x4 BLOCKING At ALL NEL O.C. MAX IN FIRST (2) FRAMING �ovvovvvoM w SPACES* EACH 5ECURE TOP PLATES w/ 16d COMMON NAILS s 4' O.C. EXTERIOR WALL SHEAT'HINC� PRE-ENGINEERED =56 to z Q Xb' O.S.B. or V PLYWOOD or X' ZIP BDARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. a or RAFTS 2-ROW5, STAGGERED L J' GYPSUM WALL BOARD — j' GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF' SHEATH( 1 11 1 1 i I I I i I i i 1 11 11 1) 05 REBAR VERTICALLY IN o ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6' O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. TOP PLATE OUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) C. POURED CELLV x 13' ANCHOR NIGHT - (LOCATION PER PLAN) SET N SIMPSON STRENGER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a a 32' O.C. MAX o EPDXY (OR EQUIVALENT) 6' ANY MANUFACTURER z a 24' O.C. MAX BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX z aECURE NAIL REQUIREMENTS m RING SHANK GUN NAILS a 12' CONCRETE SLAB SLAB w/ (1)10d CUT NAIL a CUD t0 BOTTOM PLATE w/ BLOCKING aMID-WALL (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSON SP4 (USP 5PT4) a 32' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110000 RING . AND REINFORCEMENT) NFORCEMENT) (lb -20 RINGS AND REINFORCEMENT) PER INCH) AND REINFORCEMENT)° O.C• MAX 4. , - ° BUILDING LENGTH � ° ` a o °: .Q� � a -A—CONCRETE SLA$ . :. a CRETE SLAB --°—{NTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING Q AND REINFORCEMENT) a —EXTERIOR WALL FOOLING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING A R C N I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 098R1 PAGE: SECTIONS/ DETAILS ARCHITECT. - STATE OF FLORIDA ✓U,y�// 417 DAT 6/5 /18 SC E: 1/4"=1'-0" SF#ET �2 ad RING 5NANK GUN NAIL5 s 4' O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP E BOTTOM EDGES . AND REINFORCEMENT) NFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) • INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT , r.,• GALE: 3/4' ■I'-0' A `� A SCALE: 3/4'• I'-0' SCALE: 3/4'■ I' -m' z w RING SHANK GUN Lu Sd NAILS a 6' O.G. IN FIELD . PRE-ENGINEERED PRE-ENGINEERED . ROOF TRUSS ROOF TRU55 U 4'-0' MINIMUM OYERLAP FOR TOP PLATE SPLICE �ovvovvvoM w _W 5ECURE TOP PLATES w/ 16d COMMON NAILS s 4' O.C. SUBDIV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 098R1 PAGE: SECTIONS/ DETAILS ARCHITECT. - STATE OF FLORIDA ✓U,y�// 417 DAT 6/5 /18 SC E: 1/4"=1'-0" SF#ET �2 ad RING 5NANK GUN NAIL5 s 4' O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP E BOTTOM EDGES . AND REINFORCEMENT) NFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) • INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT , r.,• GALE: 3/4' ■I'-0' A `� A SCALE: 3/4'• I'-0' SCALE: 3/4'■ I' -m' z w RING SHANK GUN Lu Sd NAILS a 6' O.G. IN FIELD . PRE-ENGINEERED PRE-ENGINEERED . ROOF TRUSS ROOF TRU55 U 4'-0' MINIMUM OYERLAP FOR TOP PLATE SPLICE w _W 5ECURE TOP PLATES w/ 16d COMMON NAILS s 4' O.C. to z Q tYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHINGL 2-ROW5, STAGGERED L 1 11 1 1 i I I I i I i i 1 11 11 o (O.S.B. to BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) - 2x WOOD or METAL STUDS a 32' O.C. MAX o cM a 24' O.C. MAX 2x CONTINUOUS STRESS z RING SHANK GUN NAILS a 12' (NOT LOAD BEARING) BLOCKING aMID-WALL O.C. IN FIELD 2x STUDS a 16' O.C. MAX z I Dor UNLE55 NOTED OTHERWISE 0 8d x 3' SCREW SHANK BALLISTICNOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS o ELECTRO GALVANIZED STRIPs a 12' IN FIELD p0 NOT SPLICE TOP PLATES WITHIN 6'-0' i4' T4G SUBFLOOR (ATTACHMENT SECURED w/ SIMPSON OR USP MSTA36 NAILS O.C. OF ENDS OF WOOD STRUCTURAL PANEL , METHOD PER NAILING SCHEDULE') i4' T 4 SUpFLOOR (ATTACHMENT . z a SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK t0 EXTEND . . BEYOND TI�ICKNESS OF « THIS DETAIL APPLIES AT ALL EXTERIOR -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS " SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . . ' _DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING: TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16' O.C. MAX (O.S.B. TO BE STRUCTURAL GRADE) 3SCALE: 3/4'=1'-m' OUBLE TOP PLATE UNLESS NOTED OTHERWISE -j' GYPSUM WALL BDARD — j' GYPSUM WALL BOARD 2x CONTINUOUS STRE55 BLOCKING a MID -WALL 2x CONTINUOUS STRESS BLOCKING a MID -WALL —PRE-ENGINEERED GABLE TRUSS NOTE: ECURE BOTTOM PLATE TO SLAB w/ « DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN �" x 9' ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. TRUSSES AT FIRST l2) BAYS 2x STUDS 0 I6" O.C. MAX SET IN SIMPSON HIGH STRENGTH • DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER t0 TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) SECURE $DTTOM PLATE t0 EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS is EACH TRUSS (DIAGONAL SLAB w/ (U 10d CUT NAIL a TUD TO BOTTOM PLATE w/ « 0'-0' - 30-0' USE (1) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX SIMPSON SP4 (USP 5PT4) 6 32' • 30'-1' - 60-0' USE (3) X -BRACE O.C. MAX •« (I) X -BRACE a CENTER 4 (1) BRACES ° 4a a a- Q. QU Y CENTER TO END DIVIDED EQUALLY FROM • ° ONCRETE SLAB • • �' a • ,, a CRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING INTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING)— AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B5A SCALE: 3/4'0-0' 5B SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) T. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING . INNSSTALLED a1 MID PIOINT OF TRUSS SPAN 1 SCALE: 3/4'•I'-0' or 10'-0' O.C. MAX SUBDIV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 098R1 PAGE: SECTIONS/ DETAILS ARCHITECT. - STATE OF FLORIDA ✓U,y�// 417 DAT 6/5 /18 SC E: 1/4"=1'-0" SF#ET �2 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS r -PRE-ENGINEERED TRUSS or MIN. (4)10d GUN NAIL I* COLLAR TIE 6 EVERY OTHER 7 m RAFTER w/ MIN. (3)12d NAILS or GYPSUM BOARD OR 1i;ly'! SIMPSON Yi'CR or USP YTT MIN. (4)10d GUN NAIL' HIGH STRENGTH CEILING 2x RAFTS " BOARD SPACING (1) 6 EACH END AND 6'-0" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS a EACH TRUSWALL BOARD ' GYPSUM 1111111/ 2x WOODS STUDS 6 24' O.C. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) MT512 or USP MTW12 A CONN CTION _ I E (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-m'-EWGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY 1 TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ NAILS 0 32' O.C. MAX SCALE. 3/4 -1-® (2)12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED 6' - 8' O.C. MAX SIZE AND REINFORCEMENT) ATER RESISTANT 5ACKER5OARD 4 o a d.o (DENSHIELD) 2x4 RAFTER 6 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 6SIMPSON L30 or USP A3 INTERIOR NON-BEARING WALL or 8 CMU BLOCK WALL �MAPELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END 7A woo sws SCALE: 3/4'4-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) -ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING 6 EACH RAFTS P.T. 2x4 STUDS AND FIBER3LAS5 PAN APPLIED 6 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) � VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTiA \'--j'GYPSUM BOARD OR OWER PAN 6 EACH RAFTER TAIL CONNECTI J' HIGH STRENGTH CEILING ` (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 BOARD 6 TOP OF EACH RAFTER CONNECT[ V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ 2 SHOWER SEAT FRAMED OVERHANG DRYWALL SCREWS (EACH TRUSS SCALE. 3/4'4-0' S or 24' O.C. MAX) SCALE: 3/4'=1'-0' Y GYPSUM WALL BOARD 3 g" METAL STUDS (25 GAUGE) 6 24' O.0 w/ FULL LENGTH LAYER OF A —PRECAST LINTEL 1/2' TYPE GYPSUM ATTACHED T EACH ACH S DE is 12' O.C. CURE 2x TO CMU w/ (2) %' x 3' TAPCONS WITHIN 8' OF EACH END AND 618' O.C. MAX CURE 2x4 FLAT TO 3 %' 50TTOM CHANNEL (25 or GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32' O.C. MAX. 4 MIN. EMBEDMENT OF I V49 WITHIN 8' OF EACH END AND 618' O.C. MAX - ° — CRETE SLAB -- o (SEE FOUNDATION PLAN FOR WALL SHEATH[NG SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD Cl Ll- love PER 'NAILING SCHEDULE), a a ECURE 2x6 MIN. TO BLOCK w/ a 1.2x8 STUD BLOC (2)V x 9" ANCHOR BOLTS w/ 2' NOTE: o B WASHER SET IN SIMPSON or USP SPUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. ROUGH OPENING (UP TO S' -(D') (MIN. 6' EMBEDMENT) Z - INTERIOR NON-BEARING WALL 0 0 7B PETAL FOS SCALE: 3/4'=1'-0' CUA 2x6 MIN. TO BLOCK w/ (3)�' x 9' ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOUS ---lU REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER 5LDR) HIGH STRENGTH EPDXY (MIN. 6' C926) OVER CM EMBEDMENT --8' CMU BLOCK ATHER STRIP MOLDING AROUND DOOR ,C (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK 5RACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS 11 MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION Roc ----GALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=1'-m' A 6 SCALE: 3/4'=1'-m' B(BY OTHERS - INSTALLED PER CT's' MANUFACTURER'S SPECIFICATIONS) A R C N I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02?997.000 098111 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA Jet 0,. DAr#E: 8/5/18 SdAZE: 1/4"=1'-0" 1 SHEET D 3 �IIIIIIIIII yem0000000r SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02?997.000 098111 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA Jet 0,. DAr#E: 8/5/18 SdAZE: 1/4"=1'-0" 1 SHEET D 3 PER FLAN -)STUD LINE-UP, USE A SIMPSON H10A "INGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER t0 DETAIL I/D2 FOR GABLE 2x4 SCUDS 16' O.C. BATT OR BLOWN -IN INSULATION OVER 030 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED X -BRACING REQUIREMENT'S (R -VALUE PER ENERGY CALCS) EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF -ENGINEERED WINDOW HEADER PRE-ENGINEERED ROOF TRU THE FBCR, 6TH EDITION (2011) THE FBCR, 6tH EDITION (2011) GABLE ROOF TRUSS SPAN or 10'-0" O.C. MAX TWIST STRAP (PER PLAN) OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND At FIRST (2) BAYS (R -VALUE PER ENERGY GALGS) DOUBLE TOP PLAT ATTACHMENT METHOD PER "NAILING ATTACHMENT METHOD PER 'NAILING (4'-0' O.C. 19 SHEATHING SEAMS) _ ,s,Iflimu SECURED w/ l3)12d SCHEDULE') SCHEDULE" EXPANDED METAL LATH, OYER APPROVED METAL DRIP EDG GYPSUM BOARD OR J' HIGH METAL DRIP ED = IL 2x6 SUB -BAN STRENGTH CEILING BOARD RENG 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS _ - VENTED IMPSON SP2 (USP SPT24) 0 EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH = 2 x 2' WOOD SCREWS ALUMINUM SOFFIT EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) ALL SPACER i ' . r -no rn�inl-rim-A II1Ll>=Q� T01rAS ANP PFi2 PI AN ,-r _rNT 2xd. RAt-;a N ATTAC-450 TO 77 PER FLAN -)STUD LINE-UP, USE A SIMPSON H10A pOUBLE TOP PLAT 7F EACH TRUSS w/ (2)12d NAILS 2x4 SCUDS 16' O.C. (USP RT16A) INSTALLED s MID -POINT OF TRUSS = WINDOW HEADER ALL INSULATION � TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0" O.C. MAX _ 2x8 BLOCKING -, (SIZE PER PLAN (R -VALUE PER ENERGY GALGS) (PER ASTM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION _ ,s,Iflimu SECURED w/ l3)12d ' TEXTURED CEMENTITIOUS COATING MIN. I ( PLAN) ATTACHMENT NDOW PER EXPANDED METAL LATH, OYER APPROVED (R -VALUE PER ENERGY CALLS) NAILS ® EACH EN (PER ASTM G926) OVER PAPERBACK PER MFR SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER-------- ECURE 2x4 TO DBL TOP PLATE w/ %e' x 6' NT CAST LINTEL EXPANDED METAL LATH OVER APPROVED IF THE HANDRAIL IS NOT CIRCULAR, ITOVER WALL SHEATHING (TYPE AND ATTACHMENT THRI<,I-BOLTS 32' O.G. MAX, then SECURE GABLE ATTACHMENT METHOD PER 'NAILING 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW SILL METHOD PER 'NAILING SCHEDULE" t0 2x4 w/ 12d NAILS -0 8' O.G. MAX 2x6 SUB -BA WALL SHEATHING (TYPE AND ATTACHMENT SCHEDULE') WALL INSULATION or METHOD PER 'NAILING SCHEDULE") EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ SIMPSON = RYWALL CONTINUOUS 2x4 w/ (4) Ibd NAILS a TOP [ SIZE AND SPACING PER NOTE x'21, WINDOW HEADER HGAIO a 24' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON (SIZE PER PLAN) (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] "GYPSUM BOARD OR J' HIGH or OF 2 � INCHES (51 MM). EDGES SHALL HAVE VA SECURE GABLE TO DBL TOP PLATE w/ SIMPSON STRENGTH CEILING BOARD �4 ' TTG SUBFLOOR (ATTACHMENT MSTA24 6 32' O.G. MAX (PER ASTM 0926) OVER PAPERBACK SHEATHING MUST NOT BREAK WITHIN I'-4" MIN. FROM 2nd FLOOR LINE �THOD PER 'NAILING SCHEDULE') FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) 46 RAILING DETAIL EXPANDED METAL LATH, OVER APPROVED 3 SCALE: 3/4'=1'-0' IMPSON SP2 (USP SPT24) EACH 2X8 STUD SCALE. rLfis. CONTINUOUS 2x6 w/ (b) 16d NAILS a 2 -LAYER WATER RESISTANT BARRIER, OVER BOTTOM OF FLOOR TRUSS (BOTTOM 2xb y RE -ENGINEERED FLOOR TRUSS WALL SHEATHING (TYPE AND ATTACHMENT IS A NAILER FOR WALL SHEATHING �" GYPSUM WALL BOARD m METHOD PER 'NAILING SCHEDULE' SHINGLES OR TILE (PER BLDR) A R C H I T E C T S Desi n 01 , nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I M N 'GYPSUM BOARD OR" HIGH l R -VALUE PER ENERGY GALLS OVER *30 FELL PAPER (OR APPROVED STRENGTH CEILING BOARD HANDRAIL HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE PRE-ENGINEERED ROOF CRUS EQUAL) INSTALLED PER SECTION 8905 of BC PLASTIC OR METAL WEEP REE _ : BEDDED SCRAP DIAMETER OF AT LEAST I INCHES (32 MM) DOUBLE TOP PLATE / THE FBGR, 6TH EDITION (2010 CONC. FILLED U -BLOCK w/ � (PER PLAN) 2 AND NOT GREATER THAN 2 INCHES (51 MM). ROOF SHEATHING (TYPE AND (1) 05 CONTINUOUS REBA NT CAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, ITOVER METAL- DRIP ED -/ ATTACHMENT METHOD PER 'NAILING WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SH HAVE A PERIMETER DIMENSION OF SHALL 2x6 SUB -BA SCHEDULE') ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT SPECIFICATION Max GREATER THAN 6 j INCHES (160 MM) WITH VENTED ALUMINUM SOFFIT A MAXIMUM CROSS SECTION OF DIMENSION "GYPSUM BOARD OR J' HIGH OF 2 � INCHES (51 MM). EDGES SHALL HAVE 'TEXTURED CEMENTfTIOUB COATING MIN. STRENGTH CEILING BOARD A MINIMUM RADIUS OF 0.01 INCH (025 MM) (PER ASTM 0926) OVER PAPERBACK ALL INSULATION EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) 2 -LAYER WATER RESISTANT BARRIER, OVER ,m00" UPLIFT CONNECTOR WALL SHEATHING (TYPE AND ATTACHMENT PLACE SILL (PER BLD �" GYPSUM WALL BOARD m METHOD PER 'NAILING SCHEDULE' " TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN FULL WALL- ALLCOATING COATINGMIN. (PER ASTM CONC. POURED CELL 2x8 SYP 02 WOOD STUDS 6 12" D.C. MAX C926) OVER (LOCATION PER PLAN) THE CLEAR SPACE DIAMETER ANCHOR BOLI " P.T. FURRING STRIPS 16' O.C. BETWEEN THE HANDRAIL AND THE 12' D.C. MAX w/ I' EMBEDMENT 4 8' WALL SHALL BE 1 w/ 2' DIAMETER WASHER' GYPSUM WALL BOARD OD BASE I Yz 2x8 SYP *2 WOOD SCUDS 12" O.C. MAX SIMPSON SPI (USF SPT22) 42" KNEEWALL e EACH 2x8 STUD .a 7B 1) COURSE TIE -BEAM POURED SOLID w/ a4 a a g CONCRETE w/ (1) S REBAR HORIZONTALLY —CONCRETE SLAB ° CAST LINTEL o (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a WINDOW (PER PLAN), (SIZE AND REINFORCEMENT d a ND REINFORCEMENT) ° a �XTERIOR 34" MIN. TD 38` MAX AFF. ATTACHMENT PER MFR PER PLAN) ° a WALL FOOTING SPECIFICATION (SEE FOUNDATION PLAN FOR SIZE o FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) STAIR HANDRAIL 1 TWO gtp� ,_ , , SCALE. 3/4 -I -® 4A two Sfi0R1' SCALE: 3/4'=I'-0' � ,,, PRECAST OR POURED IN PLACE BILL (PER BLDR t' TEXTURED CEMENTITIOUS ALL INSULATION lbd NAILS 0 8" D.C. M TEXTURED CEMENTITIOUS COATING MIN. (PER § 8 COATING MIN. (PER ASTM C926) OVER CM (R -VALUE PER ENERGY CALLS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM 0926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) I6d NAILS 6 TOP Q c GYPSUM WALL BOARD INTO TRUSS w/ (4) Ibd NAILS 6 EACH EN ATH 0 APPROVED 2 -LAYER WATER RESISTANT L OVER 4 SUPPORTS OF FLOOR TRUSS (TOP 2x PP o'' " P.T. FURRING STRIPS ib O.C. BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) Q o �4 TSG SUBFLOOR (ATTACHMENT ATTAGHMkTLT METHOD PER NAILING SCHEDULE TTG SUBFLOOR (ATTACHMENT IN 1) �5 CONTfNUOUS REBAR 16 O.C.MAX, METHOD PER 'NAILING SCHEDULE' EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE')z a 4 CONCRETE POURED CELL 8d RING SHANK NAILS 0 4" O.C. [51-47: AND SPACING PER NOTE sL a ° (VERIFY PER PLAN) INTO BLOCKING—X21 UNDER CATEGORY TIMBER s, " Q D BASEMAX ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS z f, I PRE-ENGINEERED FLOOR T ONTINUOUS 2x6 w/ (b)16d NAILS IMIN. IN SLAB) REBAR 48' LONG w! 6' HOOK EMBEDDED STRAP BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 __. _ 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48" O.C. w/ (5)12d NAILS 7B (or EQUIVALENT) 76 (PER PLAN) IS A NAILER FOR WALL SHEATHING) . 4 a°. d � a � ° a EACH EN z . . ---4 " CONCRETE REINFORCED w/ FIBERMESH AT GYPSUM BOARD OR HIGH a: A RATE OF .i51bo PER CUBIC YARD ON 6 -MIL CEILING BOA TEXTURED CEMENTITIOUS 4 OE WELL MIN. (PER ASTM GYPM BOARD OR �" HIGH No Q COMPACTED CLEAN TERMITE TREATED FILL CONC. FILLED U -BLOCK w/ :y C926) OVER CMU `' STRENGTH CEILING BOARD d 6° la, 6° 0° —(3) 05 REBAR ON CHAIRS (l) 15 CONTINUOUS ieEBA NOTE: 0 C. FILLED U -BLOCK w/ 2'-0" STRUCTURAL SHEATHING MUST NOT (1) 05 CONTINUOUS REBAR BREAK WITHIN V-4' MIN. FROM 2nd PERPENDICULAR OPEN TO ABOVE WALL SECTION FLOOR TRUSS CONNECTION FLOOR LINE 2 2 PARALLEL TO BLOCK TO BLOCK ,� STOW: 3/4'=''-m' : 3/4'=1'-®' SUBDIV. & LOT: KENSINGTON RESERVE (LOT#98) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 09BR1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA auv 0 9 D1_7I'E: 6 /5 /18 ' SCALE: 1/4"=1'-0" SHEET L) mo l Lon4v 1/16' O.S$. SHEATHING OR ( INSTALLED ON TOP OF Ill' CDX PLYWOOD WALL SHEATHING z 2x4 EXTERIOR WALL ,4 STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 ON TOP OF 1/16' 0,6.5. SHEATHING OR SHEATHING 1/2' CDX PLYWOOD (INSTALLED WALL EXTERIOR STUD WALL - OUTSIDE CORNER SCAI..E: KTA 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING B - S 2x4 EXTERIOR WALL STUDS 2x4 50TTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40------\ (INSTALLED ON TOP of wau. SHEATHING s lA6' O,SB. SHEATHING OR 1/2' CDX PLYWOOD 2Xb EXTERIOR WALL STUDS --- — 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. IA'16' 0.6.8. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD Wl (16) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MOTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS MINIMUM END AND EDGE DISTANCE FOR 71TEN SCREWS IS IV 1/16' O.S.5. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) Ibd SMILER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) #' TAPCONS NTT -4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' Oh$. SNEATNMG OR 1/2' CDX PLYWOOD 5/8' A.T.R. 5EARMG POST/ SEARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: KTA MINIMUM END AND EDGE DISTANCE FOR ?ITEN SGREWB IS I K' 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: ALTA MASONRY WALL v v � a �Q Q -. o ELEVATION VIEW B SCALE: ALTA 2X EXTERIOR WALL STUDS SECOND FIN. FLR. TOP OF WALL IDS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT•4 SECURED TO STUD W/ (20) 10d X I J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T 4 G SUBFLOOR GLuEC' ..,., NAILED AS PER NAILING SCHI r:l 2x4 BOTTOM 2x4 EXTERIOR WALL 1/16' OhB. SHEATHING OR 1/2 PLYWOOD ' T t G SUBFLOOR GLUE' •' A"' NAILED AS PER NAILING SCHI 2X6 BOTTOM 2X6 EXTERIOR WALL 1/16' 0.8.5. SHEATHING OR 1/2 PLYWOOD PLAN VIEW - 2x4 WALL -`�z4illr—ill 4f C��.ra CONC. FILLED LINTEL BLOCK W/ (1) S CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 k NAILS 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 7/16' 0.S.5. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. TOP OF MASONRY WAIL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW - 2x6 WALL ELEVATION VIEW C Sc". ALTA EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK - SCALE: ALTA -EWs NEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 45 ITINUOUS RE5AR -4 SECURED TO STUD W/ (20)10d i' NAILS A.TR. IN HIGH STRENGTH EPDXY . 1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) CONC. FILLED LINTEL BLOCK W/ (05 CONTINUOUS REBAR A R C H IT E C TS oorDesiLfn Grou Inc.fir 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � BIIIIIillll .vovvovovo. E 8 E 0 r c BUDDIV. de IAT: KENSINGTON RESERVE (LOT#98) MODWU SUMMERLAND (VERSION#01) PROJECT& 2997.000 098R1 PAGE: SECTIONS/ DETAILS DA 8 /5 /18 BC :1/4"=1'-0" SHEET _ D5 NOTE: SECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING: MUST NOT � SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) FLOOR LINE EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF [ SIZE AND SPACING: PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GNI] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS • TOP IPPLE STUDS .16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS 81111111111 BOTTOM PLATE OF 2nd FLOOR WALL MING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA SIMPSON MT6I2 or USP MTWI? REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES TO LEDGER • 24' OAC. RE -ENGINEERED FLOOR TRUSS(SIZE HEADER -PLAN) FOR DETAILS AND SPECIFICATIONS) PER F—SECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2xb LEDGER w/ SIMPSON or USP LSTAI2 RARE SECURED TO TRUSS w/ fib' x 5' (EACH SIDE OF OPENING) LAG SCREWS • 24' O.C. MAX DDED STRAP ACK STUDS CONTINUOUS 2x6 w/ (b) Ibd NAILS • (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING) 4ZE AND REINFORCEMENT/ WINDOW ODOR � FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS [ SIZE AND SPACINGS PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 GENERAL NOTES SHEET GN)] P4�PENDICW.AR 5CALE: 3/4'4-0' Q Q EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER rCURE or USP SPT4 'NAILINGSCHEDULE"NOTE: STRUCTURAL SHEATHING MUST NOtBREAK 2x BLOCKING UNDER UJALL WITHIN 1'-4' MIN. FROM Znd CURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BEEN N �g BAYS wl l3)12d NAILS • FLOOR LINE EXTERIOR BEARING STUDS Q V x 9' ANCHOR BOLT w/ 2' WASHER EACH PRE-ENGINEERED ROOF [ SIZE AND SPACING PER NOTE 021, SET IN SIMPSON HIGH STRENrsTH ?x STUDS SPACING PER PL UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' MtS12 •EVERY MU GENERAL NOTES SWEET GN)] EMBEDMENT MIN. • 32' O.C. MAX 2x BOTTOM PLA it - ' 1-111, 1- - -1SIZE EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT AND SPACING OF STUDS PER PLAN SIMPSON MT612 or USP MTWIZ 4 SCALE 3/4'-1'-0' 6 1W0 STORY SCALE: 3/4'0-0' TO LEDGER • 24' O.C. -ENGINEERED FLOOR TRUSS DOUBLE 2xb LEDGER -SECURE EAC14 KING STUD TO TOP PLATE w/ SIMPSON On or USP SPTa SECURED TO TRUSS w/ %' x 5' SIMPSON SP4 or USP SPT4 • TOP t BOTTOM LAC: SCREWS • 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) DDED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS ---PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) CAST LINTEL (SIZE AND REINFORCEMENT \—POUeLE TOP PLATE 00 HEADER OUBLE TOP PLATE PER PLAN) —CRIPPLE STUDS • 16' OAC. MAX tsrtE QER P>_Aw -CNG STUDS II'1PSON or USP MSTA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD • EACH JACK STUD 2 PAR UEL 6CALE: 3/4'•I' -o' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN -208 SYP �2 U1000 STUDS • IZ O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN V OF CURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTA12 MAX. WINDOW/ODOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER NOTE: SHEATHING MUST NOT BREAK AT AND INTERSECTING 1/16' os.B. SWEATHNG OR I/2' COX PLYWOOD CONTINUOUS TO BLOCK t. 2x4 W/ (4)16D NAILS 0 TOP OF C (EACH SIDE OF OPENING) ACK STUDS (SEE 'MNIMUM WALL AND HEADER STUD OMNG 48' 'NAILING SCHEDULE') Z) JACK STUDS t (?)KING STUDS •EACH JOINT OF WALL ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING "1 FOR DETAILS AND SPECIFICATIONS) STUD X458 ME. U TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, l?) ONE O OF 1ND FLOOR) ) -EXTERIOR BEARING STUDS 2X EXTERIOR STUD S 1/16' O.S.B. SHEATHING OR 1/2' COX PLYWOOD OVER PRE ENGINEERED � Q Q [SIZE AND SPACING PER NOTE + I, UNDER CATEGORY TIMBER ON WITHIN b' FROM EACH END t NO MORE THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] N : ROOF JACK STUD ASSEMBLY TO BE CONDITIONS MAY Q Q SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN b' FROM EACH END 4 Q NO MORE THAN 12' O.C. STAGGERED SECOND FIN. :LR.Q° QoQ Qo Qo WINDOW SILL w/ CRIPPLE STUDS • 16' OC. CURE EACH JACK t KING STUD Qo - TO BOTTOM PLATE w/ SIMPSON SP4 MA TER ANCHOR B�O�tD112AMETER WALL Q or USP SPT4 ATHING TO LAP TO TOP OF WASHER IMPSON or USP MSTAM24 •EACH JACK TOP OF MASONRY WALL. SECURED w/ (3) Y' x 1 -Y4' TAPCONS t0 SHEATHING MUST NOT BREAK 1'-4' MIN. CMU w/ MIN. 2' COVER 2' APART FROM ?ND FLOOR LIME PRE-ENGNEERE CONT. 2x6 wl (b) Ibd NAILS • .. Zx8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS (BOTTOM 2Xb IS FOR WALL -�-- BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALLEXTERIOR WINDOW DOOR OPENING IN FRAME WALL ,� WINDOW OPENING IN 2 -STORY WALL CAL 3 PAn&LEL SE: 3/4' -I' -V 5 wWow SCALE: 3/4' -I' -o' tWo STORY SCALE= 3/4'21'-0' A R C H I T 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 r � 81111111111 .ov000vov stmDIY. & LOT: KENSINGTON RESERVE (LOT#98) MODEIr SUMMERLAND (VERSION#01) PROJECT& 2997.000 098R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF R—CH x// DAA: 6/5/18 :KALE: 1/4"=1'-0" l D6- Ryan Homes - Openings Vandor: 84 Lumt!qr Vendor Number: 00619 Windows - Slidina Glass Doors - DOUBLE PANE LOW E A R C N IT E C T S /I Design G ro u W-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 a cc 0 E 0 BuBnrv. & LOM KENSINGTON RESERVE (LOT#98) SUMMERLAND (VERSION#01) PMJECT#: 02997.000/098Rl PAGIC: WINDOW SCHEDULE L cltlal 01, a, I IDA": &/5/18 MICALM 1/4"=1'-0" ET D7 Sliding Glass Doors Vinyl. FL# Windows 14634 LG432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 I/Z" X 95 1/2�' -TO 190 1j'20 16100 L0369270 EA 26 TW 1/2 EYEBROW WOW VINYL SH WHT W/GR & SCRN . .. .. .... . . ... .. ..... .. .. .. .. . ... ........ .... . .. ... ... . .. .. ... .. .. . ..... 741/2 0 x 95�j .. ... ..... . 14634 ... ......... ­­ ...... L0434206 . . ..... EA 12/0 x 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 96 1/2" 16100 L0367192 EA 26 TW W/ARCH WOW VINYL SH W/GR & SCRN ... .............. ....... 74 1/2" X 76" ... ..... .... ......... . . ............. .... ....... 14634 L0429616 CA 16/0 X 4/0 DOOR SGD ALUM (WHITE) W/SCRN ........... 191" X 96 1/2" - TO 286" ......... . ....... * ..... ............ ....... 16100 L0297193 EA 26 TWIN ... WDW VINYL SH CLEAR NO GR W/SCRN .......... .... 74 ............ .......... 14634 ........ ......... ....... * . . L.0354136 .......... EA .................... .. ........ 5/0 X 6/8 .... ..... ­ * .. ....... * - -------- ------ .................... . .. ....... ......... DOOR SGD ALUM W/SCRN ...... * ........ * . .. .................. * ........ 62 1/4" X 82 112" ............ * .. ........ ....... ....... ........ 16104 L04264-86 EA .. . .. ... .. .. .. 2626 FX ..... ...... .. ..... ..... .. .. .. .. ........... .. . ....... .. .. ...... WOW VINYL W/GR ..... ... .. .. ... ............ ...... .. .. . ............ ......... 14,634 L0299912 EA 5/0 x 8/0 DOOR SGD ALUM (WHITE) W/SCRN ................ ... * .............. .... . ..... . ....... 62 1/4" X 96 1/2" .. 16103 L0367491 EA 2640 WOW VINYL SH CLEAR NO GR W/SCRN ........ ............. ........... ...... 30" X 48wr 14634 ...... ........... ...... .. L0295466 .. ....... EA .......... .. ...... ­* .............. ........ 6/0 X 6/8 ........ ....... * ......... ......... ...................... DOOR SGD ALUM (WHITE) W/SCRN ..... "I'll," .... .. ..... ... . "I"","', "r ......... ....... ........ 74 1/4'X 81 1/2" ........... ....... . .... ............. 16104 I—- 1. I 1. � I ....... L0366994 EA ... ..... 2650 FX .. . . .......... .. .. .. .. ....... ... .. . WOW VINYL SH CLEAR NO GR NO SCRN .. .......... .. ....... ....... .. ............ 3011 X W't .... ..... .. .. .. .. . 14634 "' " '­ ....... . ....... . ­,""', ­ ........ L0295467 EA 6/0 x 8/0 DOOR SGD ALUM (WHITE) W/SCRN 74 114" X 96 1/2" ................. . EA 2855O WOW VINYL CSMT W/GR & SCRN ........... ... 3,214 ................ X 6010 limm L0303298 EA 8/0 x 6/8 ..... . . .. .. .. DOOR SGD ALUM (WHITE) W/SCRN 98 1/4" X 81 112" ...... 1610 L1040440 EA ........ 2860 . .. .. ............ .. .. ....... ............ ......... WOW VINYL SH WHT W/GR & SCRN .... . .. .... . ......... .... . .. ........... ..... .... . ....... . .. . .......... . . ..... . .. .. .. ........ .. .. .. .. ........ .. . ........ .. ..... ....... 32" ...... .... X 72" .............. .. .. .. ..... ..... .. ...... .. .. . .. .. .. ..... ..... ...... .... .. .. 14634 L0310660 EA 8/0 x 8/0 . . ......... . . ­­_,_­­­_,_­ ­­ ......... . . DOOR SGD ALUM (WHITE) W/SCRN 98 1/4'X 96 1/2' 16104 L0296557 . E.A 3/OX3/0 FX TIVIP ...... .......... WOW VINYL SH CLEAR NO GR ...... ....... 36*' X 3 6" 14634 .... ............ . ......... L0329528 .......... EA . ........... .. ...... 9/0 X 6/8 ----- ------------------­--- ­­ ................ ........ . ....... DOOR SGD ALUM (WHITE) W/SCRN 108 1/2" X 81 1/2" .16104 L0429520 EA 3024 FX TEMP WOW VINYL FX CLEAR NO SCRN ......................... 36" X 28' . . . . ............. 14,634 DOOR SGD ALUM WISCRN 108 1/2" X 96 1/2" 16103 L1040450 EA 3030 WOW VINYL SH WHT W/GR & SCAN ....... ...... .......... 11-1�., ...... ------- ........ ... .. ------ 36" X 36" ...... - --- - -- - ---- ------ 16104 L0317308 CA . .... . .. 3030 FX . WOW VINYL. SH WHT W/GR & SCRN ............. . . ..... L ...... . .. .............. . ........... . . . ............... ...... 3611 . .......... X 36" Vinyl FL# Windows 1610.3 98924 EA ......... 3030 FX ARCH TOP ..... . ... ........... . . . .. WOW VINYL FX CLEAR NO GR 36" X 40" 16104 1/01/4 FX TMP WOW VINYL. SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WOW VINYL SH WKT W/GR & SCRN --------- - - ------ - ------- - - ------ 36" X 59" ------- ------ - - 16,103 — --------------- - ----- — - - - ---------- - - -------- - --------- WOW VINYL SH CLEAR NO GR W/SCRN -- -- - - - --- - ----------- - ---- 20 1/8" X 38 3/W' EA 3040 WOW VINYL OVAL WHT W/GR 38" X 52" .. . ... ................ .......... ........ . . . ..... !­"',_,_`,­­,'­­ ........... . ........... WDW VINYL SH W/GR & SCRN .. . . . . . 20 11V'X SO 5/8' 16103 ------ L0369494 EA .............. 3040 WOW VINYL, SH CLEAR NO GR W/SCRN -- - ------ I..-...--.,�---�..".,;���l---,..'�-.1.�.�l-l� ...... 36 X 480 ------ I..... 16104 ...... ... .. EA ................... * . .................................. 1433 FX NO FLANGE - ------------------------------------------------------- - ---------- ----- --------- - --------------- WDW VINYL FX WHT W/GR & SCRN . ......... . .............. . - ------- ------- - ----- -------------- 16" X 39" - ­­ ­ 16104 L03S4240 EA . ...... 3040 FX ............ WOW VINYL W/GR 36" .. . ......... X 48 0 . .......... . .. . ....... . .. 16104 ............. ......... . . ..... . .... INYL FX WHT W/GR & SCRN 17'r X 3911 16100 L0434443 CA 3040 TRIP WOW VINYL SH CLEAR NO GR W/SCRN ...... 109" X 48' 16103 .......... ----- 0 ----- - --------- --- .......... 16100 L0423133 CA 3040 TW 1/2 EYEBROW . ........ . . ....... . .. !_____ ... . . ..... ........ . .... WOW VINYL. SH W/GR & SCRN . .......... . ............. .. . . ......... . ...... ... . . . . ...... ..... . .......... . ....... . . ...... . .... . . . ............... ......... ............... ............. . ....... . ............. 72 1/2" X 52" ... . .......... . . ... .... ..................... . ....... ..... . ....... . ......... ............................. . . ........ .... . ...... 1610.3 EA ... A --- R_C­H­_T`O` P .... . ..... . . .. ...... WDW VINYL SH WHT WIGR & SCRN 20 1/8"X 76" - -------- 16100 L043"28 CA .. 3040 TWIN WOW VINYL SH CLEAR NO GR W/SCRN ........ ... ­ --- 11 ...... 11.11 .... . ... 72 1/2"X 48" 16103 - -------------------------------- — --------- - --------- — -------- 18" x, 24 16103 L0423134 EA 3040 W/1/2 RND . . . . ... ... ... WOW VINYL SH W/GR & S&� .... ..... .. .. .. .... .. ......... 36" X 70 16103 L0430156 EA 1624 .................. WDW VINYL SH W/GA NO SCRN ....... 18"X 28" 16103 L0298921 EA 3050 .. . .. ...... ...... .. . ............ . .. ....... ........ ..... .. ..... .. . WOW VINYL SH CLEAR NO GR W/SCRN .. ..... ..... . . .. ......... ... ..... ........ ........... .. . ............. . ... ........... . .. .. ................. .. .......... .. .. .......... .. 36" X 60" .. .. .. ..... .. .... ...... .. .. .. .. ........ ............. .. 16104 L04,34427 EA 1634 FX ......... ..... WOW VINYL FX WHT W/GR 18" X 40" ........ . . 16103 L0317307 CA ................ 3050 ARCH TOP WOW VINYL SH W/GR & SCRN ....... ......... 3611 X 64,Rp .................... ...... 162LU ....... ...... L0439004 EA ............. 1836 FX ARCH TOP ........ . .. ... .. ............... WOW VINYL FX W/GR & SCRN 20" X 46"' 16104 L0367489 ..... .... . . . ..... .............. EA 3050 FX . ..... .. ........... .... .... .. .. ..... WOW VINYL NO GR ..... .. .......... .... .. .. ...... ... .................... ............ ­.­", .. .. .. .. .. .. ..... ..... .... ..... .. .. .. .. .. .................... ........ 3611 x 6011 . ................ 15103 L0303300 EA ..... . ....... .. IH2 FX TP .... ......... ............... WOW VINYL SH W/GR 27 1/2" X 26 ........ ... 16100 .. . .. L0366804 EA 3050 TPL WOW VINYL SH CLEAR NO GR W/SCRN .... ... 1091, x 601, 16103 ...... ...................... L0412312 ......... EA ....... ...... IH3 . ................ . * ....... ­', - .. ............ ........... ....... . WOW VINYL. SH NO GR W/SCRN .... ........................ ........ . ..... ....... 27 1/2" X 39 3/8" .. ........... . ........ .... ... ... 16100 L0298922 CA ...... 3050 TWIN ........ ...... WOW VINYL SH CLEAR NO GR W/SCRN ....... .. .. .. ..... ..... 72 1/201 x 6011 ........ I .......... .............. .... ........ .... .. .. .. .............. 161.03 .. .......... ... .. .. .. ............ L0317304 EA 1H4 . ...... ---.'--1- .. .. .. ....... ---------- -- ­­ .. .. ..... ...... . ..... ..... .. ................ WOW VINYL SH CLEAR NO GR W/SCRN .. ......... 27 1/2" X �50 5/840 ...... ..... 16200 1.0354148 ------- ... .... EA 3050-4050FX-3050 ....... WOW VINYL W/GR & SCRN ......... ...... 121" X 60" ........ 16203 ....... ................. .. L0419869 ...... ... EA .......... * . ...... * ...... . ... . ...... IH4 W/1/2RD .. ............ * . ...... ......... ..................... . ....... ... ....... .......... WOW VINYL SH W/GR & SCRN ... ........................ * * ...... ....... 27 1/2" X 68 5/8" ....... 16103 L0419409 ..... .. .. ... EA 3056 ARCH TOP WOW VINYL SH W/GR & SCRN -------- . .. ........... .. .. ... 36" X 70" .......... ..... .. .. .. . .1610.3 '.L.03.1905'4 EA IH5 WDW VINYL SH W/GR & SCRN 27 1/2"' X 6300 . ...... .. ..... ....... EA 34 ........ ......... . WOW VINYL SH CLAR NO GR W/SCR N ........ 54 1/8" X 50 5/8" . . .. . .. .... ........ .. .. .. .. . ... .... .. . . 16103 ........ L04-19870 ........ EA . ........... . ...... ......... - ------ 1H5 W/11'2RD ........ - * - ------ . .......... WOW VINYL SH W/GR & SCRN ........ ...... 27 1/2"X 81" ......... . ...... . .. ..... ....... 16103 L0367188 EA 35 ..... .... .. .. .. .. .. .. .. .... .. WOW VINYL SH NO GR W/SCRN .. .. .. ..... .. .. ... ... ... ..... .. .. .. .. .. .. ........ 54 1/8" X 63" .. .. .. .. ......... ..... .......... .... .... ... . . ....... .. ........ 16103 - L04-32419 ---------- EA ............. 1H6 - - ---------- ... . .... .... . ............. WOW VINYL SH CLEAR NO GR WISCRN ....... ... . . ................... .. 27 1/2" X 72" . ..... . .. .. ........... ..... ...... .. .. .. . 16203 L0329525 EA 35 ARCH TOP ....... WOW VINYL SH W/GR & SCRN 54 1/8" X 67" 16303 L031-7306 EA ------ - - --------- IH6 ARCH TOP * -------- * -------­---­ ------ ............ WDW VINYL SH W/GR & SCRN 2 7 1/2 " X 76" ........ .... ..... .16103 L0364384 ............ .. ..... .. ..... EA 36 . ..... .... .. .. . ....... . . ..... . WOW VINYL SH W/GR & SCRN ........ .. ..... .. .. .... ..... . ..... .. .. .... .. ....... ... . .. .. ....... 54 1/8" X 72' 16103 L0298906 EA IH6 TMP W/1/2RD . ......... WOW VINYL SH W/GR & SCRN 27 1/2" X 90" ...... 16103 L0327816 EA 36 ARCH TOP WOW VINYL SH W/GR & SCRN ........ ....... ­­___ ....... 1.1.1-111.1-- ... ....... 54 I/W'X 76" -------- 16104 ........... . LO434441 EA 2020 FX WOW VINYL FX CLEAR NO SCRN ..... ..... ... ..... .. .................... 24" X 24't 16104 L0367490 ........ ... CA 4020 FX TMP ...... .. .... .... WOW VINYL FX CLEAR NO GR .......... ............... .. ........ ... . .... .... 48" X 24 ......... . 16104 L0298926 ........... EA 2020 FX ARCH TOP . ... . ................. . ...... .. .. .......... WOW VINYL FX WHT W/GR 244' X 28" 16103 L0430847 EA ... 4030 FX TMP ... -_1-.1-1-_ ........... WOW VINYL, SH CLEAR NO GR ........... ........ ...... ....... 48" X 36 ...... 16104 .... ...... * ................. L0369491 ...... .. EA ......... ....... ................... .. .... 2026FX . .. ....... .... .................... .... . ............... ............ ........ WOW VINYL FX WHT W/GR .......... .... 24 X 30" ........... . . ........ EA 4036 WDW VINYL SLIDER WHT W/GR & SCRNI, ............ ......... ... . .. .... .... ....... . . ...... . .......... . .. ............ .. ..... ... ...... .. . ... ..... 48" .. ....... . X 42'9 ,16103 EA 2030 ...... .. .. . ..... WOW VINYL SH CLEAR NO GR W/SCRN .......... .......... 24 X 36 ........ ............ ...... .. EA 4040 WOW VINYL SLIDER NO GR W/SCRN 481v X 48" 16104 ........ ....... . ... L0352196 ........... EA ..... ................ . ............... 2030 FX ..... ------------ -- --- ---------- .............. ........ * ........... . ....... WDW VINYL FX WHT W/GR * .... .. . ........ 24" X 36" ....... . .... . ...... 16104 L0354141 - ­­- EA 4040 FX ........ .. . ......... .......... WOW VINYL NO GR .. . ............ . .. ........... . ..... .... ........... .. . ............ .... .. ... .............. . .. .. ..... . .. ..... .. ... .... ............ .. . .. ........... ....... ..... ... . ...... ..... .. ...... 48" . ............. ...... ..... X 48" .. ..... ............ .. .. ....... ...... ........ .. .............. ... .. .. ........... 16103 . .......... * ­­ " . ...... ... EA 2030 W/1/2 RD WOW VINYL SH WHT W/GR & SCRN ............ - 24 X 52" : ...... . ....... -11,�--.-.L....-.",.,%,.��.,�-,�l.,�z�.11�,�-----";�.��� EA 4050 . . ........ ....... ............... WOW VINYL SH WHT WIGR & SCRN �:,��,.-,..-".""",....'�-,�-;��.�,�,� . .. . -- - ---- 4844 ------- . ............. x 604 ----------- . ........ 16104 - -------- -- ---- - --------- - -------------- 2036 TMP FX ---------------------------------------------------- WDW VINYL FX WHT W/GR ------------------- --------------------- - ------ ----------------- 24" X 42gk .............. . EA 40SO TWIN ........... 1.�"....".-...".,..,."�1.11,�lI ....... . .... . .... WDW VINYL SH W/GR & SCRN ..... . ............... . . . . .... . ............ ........... . ... . ..... 96 1/2" X 60" ..... 161.03 ........ .... i, 6 ...... . . . ... .......... ... . ­'­ . ......... ........... . WOW VINYL SH CLEAR NO GR W/SCRN 24' X 48" --------------- - ----- 16103 L0460341 EA S/OXS/O FX TMP . .. . ..... .... . . ----- - -- WOW VINYL SH CLEAR NO GR ........ . ... ­­­ ------ ...... ------ - ------ ...... 60" X 60vt 16103 - ---- - ----- -------- E ------ - - I N_Y_L­S,_H ---- W-/-G"R* --- & ---- S -C R- N ---------------------------------------- ---------------- - -- -------------- ..................... ........... 2'4"_",X --- 5' -2- ...... 15865 L0298925 EA . 5044 WOW VINYL SLIDER WHT NO GR W/SCRN 60" X 52" 16104 ...... . ... . ...... WOW VINYL FX CLEAR NO SCRN 2411 X 4910 E.A 5052 FX TMP WOW VINYL, FX CLEAR NO GR 60" X 62" .......... 16103 EA . ........................... 2040 W/1/2.RD ............ - --------- - ----------- - ----- - — -------------------------- WDW VINYL SH WHT W/GR & SCAN ------- . ......... EA 54-X12X24 ARCH WOW VINYL W/GR 50X 28" .16103 . . . ......... WOW VINYL SH CLEAR NO GR W/SCRN 24 X 60" 16104 EA 54X27 WOW VINYL 1/2 RD W/GR 54" X 31" 1610,3 WDW VINYL SH WHT W/GR & SCRN 16104 L0299910 CA 58X28XS6 112 RD WOW VINYL WIGR .......... . .... . .. ....... ....... . . ..... . ... ... . ....... . ..... .... 581, x 611, . . ......... ......... . . .......... 16103 ....... .......... D ----- - -------- WOW VINYL SH WHT W/GR & SCRN ............... - ------------------------------ 24 X 99" 16104 L0298911 ... EA .... ... 58X4QX30 ARCH ----------- - - ------ WOW VINYL. W/GR ........... -------- -------- ...... --------- 58" X 44" 16103 23 WOW VINYL SH CLEAR NO GR. W/SCRN ... . . ...... 38" X 38-3/8" . .. ..... 16103 L0314657 . . ........... EA .. . ....... IH3 .. WDW VINYL SH NO GR W/SCRN . ....... ........... . . .............................. ....... .................. ....................... . 27 1/2" X 38 3/8" ..... . .. . ............... ... . .......... ...... . . . . . ............. . ... ... . ........ .. ............. 16103 CA ...... . . .............. . . ... 24 . .. ....... WOW VINYL SH CLEAR NO GR W/SCRN 38kr x so $XI I t 16103 EA 24 W/1/2RD - ----- ­ ----- - - ......... WOW VINYL SH W/GR & SCRN . . . . ........... * . .......... 380w X 7411 Transoms 16103 , "" " " * .... ......... L0432425 * ........ CA ........ ­,'"''"'" ....... ... 24-5 W/fLANGE ....... . ......... WDW VINYL SH W/GR & SCRN ................. 38" X 56 1/4" . .. ......... ... .. .. ... .. .. ... .. .. 16104 L0429519 EA 2014 TRANSOM VINYL WHT NO GR ---- -- 1-1.�,��".--..,.�,,�--,�.-..-,--''--""."��.�� 25ti X 174a .. ... ..... 24*X ... 16" ...... . 16103 L0298907 EA 2430 ... .. .. ... .. .. . . WOW VINYL SH W/GR & SCRN . . . .... .. . .. . .. . 28" X 36" ........... 16104 L0354132 .. .. ...... ... . . .... ......... EA 3014 .. .. . ........ .... .. ................. .. ..... . ...... ... TRANSOM VINYL WGR ......... .. . ....... ... ........ . .............. ........ .. .. .... . ............ ........ . .......... . 37" X 17" 36" . ..... .... X 16" .--..---1 . ...... .. . . ...... . .. ...... 1610 I. -l- ................ ....... .... . ..... L0367498 EA ........... 2436 FX .. .. ...... WOW VINYL SH WHT W/GR & SCRN . ...... ....... ........... .......... . . . 28" X 42" ............ ..... ....... ......... 16204 L0354133 ................ ..... .. CA , '' ''' 3044 '' * ........ . ....... .. .... ... . . ....... TRANSOM VINYL W/GR .... '' '' * ..... ... ........... .... . ....... ** . . .... ­* ... ­' 37" X 53" ........... . .... . 36 .... ........ X 52 .... . ............ .. ....... ....... 16200 ...... ......... .... L0430846 ........ EA .... . ..... . ...... * ................. 2450 TWIN ....... ....... ...... .. ........ ­ * --- ---- * . ............... ..... . . * .. ....... . WOW VINYL SH CLEAR NO GR W/SCRN ..... . . ............. 28" X 60" ...... 16104 L0324888 EA . .. 3214 TMP ... .......... TRANSOM VINYL WHT NO GR ........... . .... ....... .. .. ....... .. .. ..... ... .. ....... . .. ...... 39" X �17" ...... ................... ..... ................ . .. .. .. .. ........ 39" . .. .... X 16' .. ...... .......... . ..... .. ..... . 16103 '' ' " "" ' . ......... L0298908 EA 2460 TMP ------ WOW VINYL SH W/GR & SCRN ......... . ............. ....... .. ----------- . ........... ........... . .. ..... .. ------ .. ...... 28" X 72" 16104 L0328436 ----------- ......... E A ....... 3616 ARCH ...... TRANSOM VINYL WHT W/GR ............................ 43" X 23" 42" �X 23" .. ....... .. 16103 ..... ............ ....... L0295456 .. EA ........................ 25 "I"" ......... -------- -- -------- --------- ­_* WOW VINYL SH CLEAR NO GR W/SCRN 384F X 63" . ............ .. .. ..... . 16104 :LO354134 .. .. .... .. ..... ..... .. . ..... .. .. .. EA ... . ..... ..... . 3624 ARCH 1.-1.---_ . ....... .... .. ........ .. .. ... . ........ .. 'TRANSOM VINYL W/GR ....... .. .. . ....... ... . .. ......... . .... . ... .. .. .. ................ .. .. ........ ......... . . ......... .. .. .. ..... .. .... ..... .. .. .. . ... .............. ...... 43" X 33" . ...... ..... ... I-- .. .. .. .. ....... ...... . . ...... .. . .... ...... .. ... 42" .... .. ........ X .33" ..... ..... ........ ........ ...... ............ . ........ ..... ..... .. .. 16103 L0300838 CA ..... ....... 25 ARCH TOP -- -------- ---------- WDW VINYL SH W/GR & SCRN ....... - ---------- ...... 38" X 67" 16104 L0329526 EA 4013 TRANSOM VINYL WHT NO GR 49 X 16" 48" X 15" ............. ....... ........ .. . .. 16203 ... .... L0295460 ........... EA .... ....... ...... .. . ..... 25 TMP W/1/2 RD . ....... WDW VINYL SH W/GR & SCRN . ......... ... .. I-II..�,.�1.1.�'..,.�.-,.,-,�."....",���� 38" X 86' .. .... . ....... . .... ................... .. . .. .. ..... .... ........... .. .. . EA .. ... ... -1-1.1-, ... ......... 4613 .... . ....... ...... ..... .. .. ........ ... ....... . .... .. ...... . .. .. .. ....... ..... ..... .. .. .. .. .. .. .. .............. . TRANSOM VINYL WHT W/GR .... ........... .. .............. ... ....... .. .......... . . ............... .... .. ... . .. ....................... ............... ...... . .. . .... ... ... ... ... 55" X 16" .... ..... ..... .. . . ....... ... . . .. .. ........ . . ..... .... .. . ........ . ........ ........ ... . 544 .. .. ....... .................. x 1591 ... .... ..... .. .. .. .. ..... ..... 16100 ­­­ ............ L0310640 EA 25 TW 1/2 EYEBROW . . .. WDW VINYL SH WHT W/GR & SCRN ........ ............ ....... ..... . ..... .......... 74 1/2" X 75" ...................................... ...... . .. ..... . ....... 16104 L0295463 .. .. ..... .. . .. EA ..... . .. ..... .. .. 4620 TRANSOM VINYL WHT W/GR 55"X 25" 54" X 24" 16100 ... * ........ .... ...... . L0300839 ..... ... CA ­ .............. .. ..... -- 25 TW WIARCH - ---- ** ... ....... . . .. ...... ...... ..... WOW VINYL SH W/GR & SCRN 74 1/2" X 67" 16104 L0354135 EA 4626 ARCH .. . ............... 'TRANSOM VINYL W/GR ... .. .. .. ............ ... .. .. ... .. .. .. .. ...... 55"X 34 .......... 54" X 34" - - --__ 16100 L0295457 EA 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN ............... 74 1/2,10 X 63� ........... EA 5016 .................. TRANSOM VINYL W/GR 61" X 19" 601, x 181, ......... 16103 L03,17305 EA 25 W/1/2 RD WDW VINYL SH W/GR & SCRN . . 38" X 86 .. .. .. ..... ..... . ........... .... .. . . .. ........ .. . ...... . ....... .. ......... 16103 ....... ....... L-0369490 EA . .. ........... ... 26 .............. WOW VINYL SH CLEAR NO GR W/SCRN 38" X 720.1 Doors 16103 L0295459 EA ---------- 26 ARCH TOP ...... .... WOW VINYL SH W/GR & SCAN ...... ........... ........ .. ...... 3WX 76 . . ........ .. ........... ................ . . ...... ........ ....... ----- --- EA 2/86/8 Door 3.5 5/8" X 83.1/16" . .. .... .. . .. .. ..... ........ 34 1/8" X 82 5/16" 16203 .......... EA .. ... .......... ----- -- ---- 26 TMP W/1/2 RND ­ ------------- - ------- ­ ------ ---- --- ..... . WDW VINYL SH W/GR & SCRN 38" X 95" EA 3/06/8 ..... .. ... .... .. .. ...... ..... .... ........ . ....... ....... Door ........ ..... .. .. .. . . ....... .. .. . ............... ............... .. .... ....... .... .. ..... .. .. .. .............. .. .. .. .. .. .. .. .. .. .. ........ .. .. ........ . .. ..... .. .. . 39 5/8" X 83 1/16 ot .. . . ........... ... ...... ..... 38 1/8"X 82 5/16 ........... ...... . ............... .... .. .. .. . .. .. ..... 16100 L0434442 EA 26 TRIP WOW VINYL SH CLEAR NO GR W/SCRN 111" X 72" EA 2/88/0 Door .. . . .. .. .. .. . 35 5/8" X 99 1/16" ..... ..... . 34 1/8" -1-1111 "...1-1 X 98 5/16" ................ .. .. ..... .. .. .. EA 3/08/0 Door . .. ........ ..... r�_-"-".".".,..,,".,�.....� . ... . ...... .. ....... .. .. .. 39 5/8" X 99 1/160 ... . . ....... . ........... ... .......... . ....... ..... .. . ........... ........ 38 1/811 ...... . .......... ........ .......... x 98 51161, ...... .......... . .. .. .. . .. ........... .. . A R C N IT E C T S /I Design G ro u W-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 a cc 0 E 0 BuBnrv. & LOM KENSINGTON RESERVE (LOT#98) SUMMERLAND (VERSION#01) PMJECT#: 02997.000/098Rl PAGIC: WINDOW SCHEDULE L cltlal 01, a, I IDA": &/5/18 MICALM 1/4"=1'-0" ET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9' O.C. MAX (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED a 1' D.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 No 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION 1' OR LESS PIPE PENETRATION STARTING WITH THE 60TTOM HALF OF THE PIPE, REMOVE THE PLEASE LINER AND FOLD THE f0Rt'1 FLASH 1 IN HALF (LENGTH WISE WITH ApHE91YE TO THE EXTERIOR) ALIGN THE PROTECI'O F0R1`t FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIS AND WRAP AROUND THE PIPE. PER F5C 8103.1.1 alar 1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING O)NPE, PENETRATION DETAIL J' THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED a1' (VERT.) D.C. MAX AT SUPPORTS WR5 LAYER *1, STUCCOWRAP (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 STUD TYPE �M"CNTROL JOINT 1 eca.� Kra, NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 116 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLE& albr rj TAKE SECOND PIECE OF FORM FLASH I 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 USB LAYER M, 5TUCCOWRAP (OR APPROVED E -QUAL) DIRECTLY To SHEATHING WR5 LAYER *2, FORTIP15ER BUILDING PAPER COR APPROVED EQUAL) SECTION METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE A I R/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH E -2 7 WRB *1 TAPED T SHEATHING w/ W *2 OVER TOP. W! *2 TO BE LAPPS_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1' • HORIZONTAL LATH & PAPER DETAIL SIDING FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) 2 PAPER LAP KTA WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP 4 "L" FLASHING ' KT NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) A 6' -6 HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER 1, STUCCOWRAP COR APPROVED EQUAL) DIRECTLY TO SHEATHING 1' MM LATH LAP, 4' OYM ALL LAIC VERTICAL LATH & PAPER DETAIL STUCCO ' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER *2, FORTIFIBER BUILDING PAPER COR APPROVED EQUAL) TAPE WRB LAYER *1, STUCCOWRAP COR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER *1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER '2 z (FORT IF 15ER BUILDING PAPER OR 7hI I APPROVED EQUAL) METAL LATH x x x x STUCCO 4� SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / ASTM C-841-09, MIN. 25 LBS. PER SQ. YARD CUTIL(TY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE BARRIER 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 BUDD=V. ag LOT: KENSINGTON RESERVE (LOT#98) MOVEZA SUMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: WALL ASSEMBLY DETAILS 6/5/18 8CA M: 1/4"=1'-0" SHEET �A1 81111111111 .vvovov000. BUDD=V. ag LOT: KENSINGTON RESERVE (LOT#98) MOVEZA SUMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: WALL ASSEMBLY DETAILS 6/5/18 8CA M: 1/4"=1'-0" SHEET �A1 J' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLA5HING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 V A50VE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER ASCIA WRAP 5 ON - A UT DETAIL �t- " �" ^ECEIVE 1 COAT OF SHER-CRETE :ONCRETE WATERPROOFER or AAT PRIOR TO ELEC. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION WRB LAYER M, STUCCOWRAP COR APPROVED EQUAL) WOOD SHE ATH ING VENT CAP 15 TO BE SET IN CONTINUOUS SED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT s JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LATH WR$ LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVE=D EQUAL) 6A DRYER VENT FRAME) rLr�. BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLASH' WOOD SHEATHING— WOOD WRB LAYER "I, .ONSTRUCTION STUCCOWRAP (OR UJOOD APPROVED EQUAL) SHEATHING UJRB LAYER *2, WOOD. FORT IF 1 BER CONSTRUCTION BUILDING PAPER (OR 5' CMU- APPROVED EQUAL) ' THICK, 3 COAT CEMENT WOOD FRAMED PLASTER _ WALL V V To 1/5' MID -WALL WEEP SCREED 6' SELF -ADHERING FLASHING A VENT PENETRATION —WRS LAYER *2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) --METAL LATH —1/5' TEXTURED FINISH 0 WOOD —FASTEN TO WOOD STRUCTURAL MEMBER 9 1' O.C. MAX Jg' TO %' MID -WALL WEEP SCREED ED �-6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH tv MASONRY HORIZONTAL WEEP SCREE HORIZONTAL WEEP SCREEI . Nrg_ i�B FRAME TO FRAME = N.t FRAME TO BLOCK c�re►LF NOTE: PROTECTED FLA5H TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANTS ALL SIDES @W VENT BLOCK PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - NOT METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 25 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASK 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 EXTERIOR (Dff�,TRIIAL RECEPTACLE .......... A A R C H IT E C TS Desi n rou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 of ELEC. METER FIELD VERIFY LOCATION—` CUT ENOUGH PROTECTO FORM NOTE: ATTACH PER SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4 • PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS Blliillllll _ BOTTOM OF THE BOX, REMOVE .ovvvvvvooJ RELEASE LINER AND APPLY MAKE= AN 'X' CUT THROUGH CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 POLYMERIC ISOCYANATE-POLYSLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING EXTENDING TO NO CLOSER WOOD SHEATHING THAN i' TO CORNS iz STEP 1 STEP 2 WRB LAYER 1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) 51DES OF ELEC. METER SOX PROTECTO FORM FLASH AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD ° •.:.:.:° FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT lOR APPROVED EQUAL) . ° °. .. .00 SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING91 OVER 60 MIN GRADE 'D' '� :11 ! • :. ELECTRICAL CONDUIT IN DETAIL 3 OF WAl METHOD AS DESCRIBED D A 0 HOU OVER PR VED SEWRAP FELT -PROVIDE SEALANT ° :• 'PIPE PENETRATION DETAIL' i AT ALL JOINTS AND INTERSECTIONS 6600°•°° 8 =XENETRATION APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIFIBER iL I L -i - WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 OR METER CAN COM50 OR METER CAN AND DISCONNECT APPROVED EQUAL) TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANTS ALL SIDES @W VENT BLOCK PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - NOT METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 25 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASK 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 EXTERIOR (Dff�,TRIIAL RECEPTACLE .......... A A R C H IT E C TS Desi n rou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEU SUMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: WALL ASSEMBLY DETAILS 1-1114106 []DA* -8/5/18 sc :1/4"=1'-0" axZESTEP 6. �T Blliillllll .ovvvvvvooJ SUDDIV. & LOT: KENSINGTON RESERVE (LAT#98) MODEU SUMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PAGE: WALL ASSEMBLY DETAILS 1-1114106 []DA* -8/5/18 sc :1/4"=1'-0" axZESTEP 6. �T WOOD SHEATHING, WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) ' THICK, 3 COAT — CEMENT PLASTER WRB LAYER *I, STUCCOWRAP -- (OR APPROVED EQUAL) Ar- AMICO AM66 -WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR$ LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMIGO AM66 -IFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. &RAI IN_ uY FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK 1 �'XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK Y'Xl Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y' GAP FOR BACKER ROD 4 SEALANT ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD m -m -m 6SUA ilii -• «sCOMPONENTS PULLED APART AOR CLARITY DECK MEMBRANE, EXTEND OVER DRIP EDGE /-3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT V MIN SPACE FROM LEGEND DRAINAGE PLANE (WRB LAYER M STUCCOWRAP , OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO . ; WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED. EQUAL) CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER *I WEATHER RESISTIVE BARRIER *2 NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINA LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER I WEATHER RE515TIVE BARRIER *2 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHE ATH ING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) 11A ff�E�DGE INSTALLATION Y4' GAP FOR 5ACKE4 ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR MODIFIED 90 DRIP FACE TO TREX 1 VXI V P.T. OR SIMULATED WOOD (TREX) VINYL (OR APPROVED EQUAL) CASING BEAD FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER Y4' GAP FOR SEALANT 4 PEEL 4 STICK) WRAPPED FROM BALCONY OPT. BACKER ROD DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) „BALCONY DRIP EDGE INSTALLATION 11 D ACAM KTA �stCOMPONENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BE VINYL COR APPROVED EQUAL) C,451NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 411' O.C. MAX. WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH M LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) *01IR BEAD 10 FRAME CORNER BEAD (FASTENER 4 SPACINGS 1' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12BKTA CORNER BEAD ® BLOCK SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Xyx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, �' MIN. SPACE FROM DRIP FACE TO TREX / \ WEATHER RESISTIVE BARRIER *1 THEIR RESISTIVE BARRIER *2 EXTERIOR COLUMN COLUMN SHEATHING �6' SELF ADHERING 4 FLASHING :1 X'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX ON 'ALL 4 SIDES OF COLUMN -VINYL (OR APPROVED EQUAL) CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER -METAL LATH —WOOD SHE ATH ING -WEATHER RESISTIVE BARRIER *I WEATHER RE515TIVE BARRIER *2 - 4' POSITIVE DRAIN WEEP 5CREED - NO GAP IN FIELD ( SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP ® COLUMN W GE INSTALLATION "L" FLASHING A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 stmDIv. de LOT: KENSINGTON RESERVE (LAT#98) MODEU SUMMERLAND (VERSION#01) PROJECT#: 2997.000 09881 PAGE: WALL ASSEMBLY DETAILS J�/�j�7018 DA 6/5/18 BCA1'.1/4"=1'-0" WA3 81111111111 �ovvvvovvo, stmDIv. de LOT: KENSINGTON RESERVE (LAT#98) MODEU SUMMERLAND (VERSION#01) PROJECT#: 2997.000 09881 PAGE: WALL ASSEMBLY DETAILS J�/�j�7018 DA 6/5/18 BCA1'.1/4"=1'-0" WA3 WOOD SHEATHING WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) U1R5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING WINDOW FLANGE WRB LAYER "'I, 5 (OR APPRO' WRB LAYER *1, FORTIF15E PAPER (OR APPRO' 1 ' T� CEME' 6' SELL WINiopvw r-i-Nivur- CASING BEAD @ WINDOW FRAME, NO AN Kra BD 13A WOOD CONSTRUCTION BEYONI WOOD SHEATHIN WEATHER RESISTIVE BARRIER ' WEATHER RESISTIVE BARRIER ' %'X 1)/4' LAP SIDING W/6' REVEQ (o' SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z' FLASHIN STUCCO CASING BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 X I Ya' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y8' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Y8' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER "2 iTUCCOWRAP EQUAL) 6 :ORTIFISER R (OR IAL) t :R 1A WOOD SHEATHING U1R5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER ANGLED CASING BEAD 6'SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING URB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) U1R5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH VIEW" TK i CK, 3 AT CLARITY) CEMENT PLASTER WINDOW FLANGE U1R5 LAYER 1, STUCCOUJRAP COR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER *1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'6ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE 13B FRAME, BAND ICTA ' SELF -ADHERING FLASHING FATHER RESISTIVE BARRIER M FATHER RESISTIVE BARRIER #2 TARTER STRIP PER ANUFACTURER'S INSTALLATION I5TRUCT I ONS ' SELF -ADHERING FLASHING :ALV'D METAL 'Z' FLASHING Q NOT CAULK OR SEAL OPENING FALV'D METAL 'Z' FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND (o' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASKING 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M E -Z BEAD VINYL COR APPROVED EQUAL) CASING (W/Y8' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (U1R5 LAYER M. STUCCOWRAP OR APPROVED EQUAL) WRB LAYER "2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4' WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) rFS)EALANT wirDau FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER g STUCCO TO SIDING TRANSITION—\ 510ING —� i'TYPo TO TRIM fir*' • : p :�!, i -i ' �*�"�" ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—U1R5 LAYER M, STUCCOWRAP LWR5 LAYER M, 5TUCCOURAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 8,,.-&ASING BEE WOOD SHEATHING METAL LATH WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER COR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL COR APPROVED EQUAL CASING BEAD Woop sNFarNirw M LAYER M, stuccowRaP (OR APPROVED EQUAL) 0RB LAYER 02, FORTIF15ER h BUILDING PAPER } (OR APPROVED EQUAL) -METAL LATH '4—MJ' THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD ® RAISED AND(FRAME) @ow. KraB ' THICK, 3 COAT " THICK, 3 COAT CEMENT CEMENT PLASTER PLASTER METAL LATH METAL LATH TO WINDOW SEALANT WRB LAYER *1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 4 WOOD SHEATHING a U1RB LAYER '"2, FORTIFIBER . WINDOW FRAME � BUILDING INC PAPER `• � (OR APPROVED EQUAL) AYER "9 STUCCOWRAP '� E -Z RE L AD VINYL (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL) 3 6 WIDE PEEL 4 STICK (W//8 FLEXIBLE PVC BACKER OVER FLANGE 1 0 ROD INCLUDED) E -Z BEAD VINYL 2X FRAMING U RB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) CASING MEMBER COR APPROVED EQUAL), (W/Y8' FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING INCLUDED) — MEMBER / #APPLY FULL BED OF 6' SELF ADHERING FLASHING SEALANT BETWEEN IWOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY @L t BEAD WINDOW CASING A R C H I T E C T S Q saiLsn rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 r � BIIIIIIIIII LINoov000vvo. evsaty. a� zOT: KENSINGTON RESERVE (LAT#98) MODEU SUMMERLAND (VERSION#01) PROJECT#: 2997.000 09881 PAGE: WALL ASSEMBLY DETAILS JUS �6 ?o, DA E: 6/5/18 8 ALS: 1/4"=1' — 0" CUT HOUSEWRAP AT 45' ANGLE MODIFIED 11' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY c^' SECURE HOU„ "" " 7 UNDEI STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 (FULL WRAP Kt (FRAME) FALL FLASHING INSTALLATION DETAIL (MASONRY) FOLD IN AT J, SLOPE APPLY 3/8' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN ALIGN FLEXIBLE LINE W/ PRE-PUNCKED HOLES SELF -ADHERING OR SLOTS. ZHING W/ INT. EDGE OF SILL R.O. INSTALL +6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' BELOW BILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN AMBLY 061 142U (O EGI IA'.) SEALANT 11 WINDOMI/C Mu JOINT. FLUID APPLIED P_A&4ING (LOCO wEll1'E-SEAL. ISC-SiIS OR EQUALz STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL aiLr o 6' SELF -ADHERING OVER VINYL HEAD 3 (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 BUTYL FLASHING 8' VERT. END DAMS REQ'D. AT EACH END OF SILL O 1 Lr r JSEWRAP DOWN 4 DIAGONAL CUT 4 -IEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PU LEVEL AND SQUARE MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASKING OVER JOINT INSTALL b" WIDE ADHESIVE BACKED FLEk16LE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTEGtO-WRAP 5t-20XL OR APPROVED EQUAL) STEP 5 01 ivir a NOT 1. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPEC IF I CAT I ONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C TS Desi n rouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � BIIIIIIIIII �.ovvovvvo stmDrv. ad LOT: KENSINGTON RESERVE (LAT#98) MODEZa SUMMERLAND (VERSION#01) PROJECT#: 2997.000 098R1 PACE: WALL ASSEMBLY DETAILS ARCIirrECT: STATE OF FLORIDA ✓U,y DATA: 6/5 /18 8C/: 1/49,=11_0„ , WA5