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Home My WebLink About3870 Crawley Down Lp (a)jA VERSION 01 FOR: RECORD COPY REVIEWED FOR CODE COMPLIANCE PLAN�C_MINER DATE SANIF RD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY r0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Resaits to be Yerifred of Slab Inspection nhomes.co SI ARTCRTNcD FO RNFOR ryamO�F'Aa #18-430, • 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 Alit CONDITIONING LUN. LUMINOUS ADJ. ADJus'rABLE M.C. NLDICINECABINET CS COVER SHEET 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ALT. AD'rERNA•rE NIFR. MANUFACTURER GN GENERAL NOTES ORLANDO, FL 32811 ANIP. AMPERAGE N11N. NBNINIUNI • ALL LOCAL AND STATE CODES BD. BOARD imm. NIOUNITED 1 FRONT & REAR ELEVATIONS RYAN HOMES — TAMPA CL CENTERLINE NITL.NIETAL 1409 TECH BLVD., SUITE 202 , CAB. CABINET N.T.S. No, 10 SCALE 2 LEFT & RIGHT ELEVATIONS • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ONCEN'rER 3 FIRST FLOOR PLAN TAMPA, FL 33619 . CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUrroN • MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPr. cARPEr PLT. PLArrE 5A FOUNDATION DETAILS VASD = 116 MPH C: T. CERANUCTILE PLYWD. PLYWOOD PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR 5B DOWEL PLAN • RISK CATEGORY — II DBL. DOUBLE P.T. PRESS URETREATED • EXPOSURE CATEGORY — EXPOSURE C D•G. DUAL GLAZED R. RISER5C LINTEL PLAN (LOTT'S) JAMES CANTWELL DIA. DIANIErER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) AR NO. 12079 1—STORY RESIDENCE DLII. DINIENSION R.A.G. RETURN AIR GRILL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRE—CAST) DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR RNI. ROOM 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN D'CL.DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DETAIL LONGWOOD, FLORIDA 32750 WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel: (407) 774-6078ELEV. ELEVATION SHTHG. SHEATHING BY COMMUNITY EQ. EQUAL SHWR. SHOWER 9.1 SECOND FLOOR ELECTRICAL PLAN DRAWING / CONTRACT DOCUMENT EXIT. EXHAUST SLSIMILAR EXT. EXTERIOR SL.. SLIDING ASTURIA 150—C F.O./FX. FIXED GLASS SL. GL. SLIDING CLASS D1 SECTIONS/DETAILS REVIEW BY BUILDER F.G. FUEL GAS STD. srANDARD D2 SECTIONS/DETAILS AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR rlIK. THICK D3 SECTIONS/DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB CARRIAGE POINT 150—B FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D4 SECTIONS/DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE FOorING 'r.o.s. TOP OF SLAB D5 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B GA. GAUGE TYPTYPICAL GAa. LISP. GAGE DlseosAL U.N.G.u.N.UNLESS NOTED D6 SECTIONS/DETAILS IF ANY ASPECT OF' THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND-FAULFCIRCUIT OTHERWISE D7 WINDOW SCHEDULE DESCRIBED IN THIS DRAWING SET ARE UNCLEAR GLASS INTERRUPTER W.V.WASHER oP ) CYPRESS PRESERVE 139—C GL. GLASS W. WASHER AND IN NEED OF FURTHER DETAILING OR cYP.BD. GYPSUMBOAID wiWITH WAl WALL ASSEMBLY DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT CYPRESS RIDGE 140—B H.B. HOSE BIB WD. wooD HAMILTON GARDENS 140—B ILC. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS BASED ON THIS DRAWING SET, THE CORRECT HDR. HEADER WtH WATER HEATER WA3 WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B I IIT IEIGH'r W.I. wRoucrrrBioN INSUL.uL. 1NsuLArrloN WA4 WALL ASSEMBLY DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B SQ.FT. CALC.'S RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B RESPONSIBILITY FOR INTERPRETATIONS OF OCOEE PINES 140—B CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B IST FLR. LIVING 1,090 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C 2ND FLR. LIVING 1,331 SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B TOTAL LIVING 2,421 SQ. FT. T HILL 140—B THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT ENTRY 35 SQ. FT, A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA GARAGE 459 SQ. FT. RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B LANAI 160 SQ. FT. IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—C TOTAL 3,0-15 SQ, FT. GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S Design �oOGI rou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA SEP 2 6 DAT)E: 9/24/18 SC�IAALE; SHEET rN CSOF' °tr 18 701,3" GENERAL NOTES i 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) A.1. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 A.3. ATTICS W/ OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.I. 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 IPSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 R GUARDRAILS AND HANDRAILS LIVE LOAD IPSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301,5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDiOR FABRICATION OF THE WORK. ALSO BEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETYAND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2A.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE 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 FLOORICEIL ING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 66TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, i INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y -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 ISA FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. B. 7. 8. 9. 10. 11. 12. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V-0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE W 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE AMINIMUM OF T-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. 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 12. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 13. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 14. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE YV. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 15. 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''/,'. 16. 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, 17. B. 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). 18. MASONRY 19. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN 3/, INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. B. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m3) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM Cl 116 WHEN REQUESTED BY THE BUILDING OFFICIAL ASP" R SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #I I AND SMALLER %" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FED 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. B. 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. Tlll mr!!n 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: EA. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 92 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100 PSI Fv=175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER &AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8' COX PLYWOOD OR 15132" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE W SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" COX PLYWOOD OR 15132" APA -RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 0 21. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/FPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 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 BOLTSiNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE 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. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. Ml I nAnlun 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 8137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. ' PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ' CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40), INSULATED WITH'/:" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" 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 LATHAND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- 'L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1663 - i IA AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 AAA ILIVl Ll A Ll^r' 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 7 CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Desin GPOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �mmmi ,..oaoommo, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA SEP D i' VE: 9/24/18' SCALE: 1/4"=l' -O" SHEET G NOF 9 GARAGE ATTIC VENT CALLS EA OF ATTIC 144 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.96 SQ -Fr - REQUIRED VENTILATION AREA (0.96 x 144) REQUIRED 138.2 SQ.IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 30 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 43SQ.FP. NET FREE VENTILATION AREA REQUIRED (1/300) 48 SUL REQUIRED VENTILATION AREA (4.48 x 144) r644.6SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 644.6)OFF .3 SQ.IN. RIDGE VENTILATION AREA 15 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2.80 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 322 SUN. REQUIRED LF OF SOFFIT VENTILATION 28 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF ENTRY & GARAGE ATTIC VENT CALCS EA OF ATTIC NET FREE VENTILATION AREA REQUIRED (1/150) REQUIRED VENTILATION AREA (1.07 x 144)SOFFIT E153.6SQ-1N. VENT VENTILATION PER LF REQUIRED LF OF SOFFIT VENTILATION HARDIE SIDING (INSTALLED PER MANUFACTURER'S 5PEC5)\ 18'-8 3/4" BRC:, HCzT.h E UJ/ 8° HEEL (TYP.) 1'-0"i 4' TRIM BOARD (TYP.) 10'-8 3/4" 2ND F.F. 9'-4" BRC,, HGT, 8'-C" HDR. HCzT.h 0'-0" FIN. FLR. FRONT IEL EVAT10 SCALE: 1/4 = 1'-0' ELEVATION "K" —4' TRIM BOARD (TYP.) 6IB'-8 3/4° BRA. 'GT. lU/ 8" HEEL (TYP.)a" HEEL (TYPJ �— 4' TRIM BOARD (TYP.) HARDIE 51DING (INSTALLED PER MANUFACTURER'S 5PEC5) 12 — 4 I0'-8 3/4" 21,0 F.F. �9'-4" BRC:. HC -T-4" Bi2C. HC -T. 8'-8" BRCz. HT. a GARAC:E ,,—&' WIDE RA15ED BAND (TTP.) TEXTURED CEMENTIOU5 COATING PER (A5TM C92(o)(TYP) �,O'-C" FIN. FLR. REAR ELEVATION SCALE: 1/4 = 1'-0' ELEVATION "K" A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 nmm om.o.mm, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMNIERLAND (VERSI0N#01) PROJECT#: R2065.105/00002 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA SEP 2 6 2 JAMESiCgNTWELL AR .002079 DATF: 9/24/18 s C -7LE: 1 /4"=1' - 0" SHEET 1 OF 9 18'-8 3/4" BRG. HGT. UJ/ 8" HEEL (TYPJ-- - - - - I' - 4 12 10'-8 3/4" 2ND F.F. 9'-4" BRG. HGT. 8'-0" HDR. HGT.h r I' 2" - I - 512 OFF -RIDGE VENT FEN F -I `TEXTUREp CEMENTIOUS `TEXTURED CEMENTIOU5 �r COATING PER (A5TM OPEN Ll COATING PER (ASTM C926) (TYP)) co 09260 (TYP) 0'-0' FIN. FL R. - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 1/4 = I'-0' ELEVATION °K° OFF-RIDGE � OFF -RIDGE VENT 18'-8 3/4" BRC=. HGT. - - UJ/ 8" HEEL (TYPJ -4' TRIM BOARD (TYPJ HARDIE SIDING (INSTALLED PER MANUFACTURER'S SPECS) 4 14 10'-8 3/4" 2ND F.F. 9'-4" BRG. HGT. BRG. HT. �a � ARAGE I � 5 13'-8 3/4" BRG. HGT.,d-- lU/ S" HEEL (TYPJ 4' TRIM BOARD NARDIE SIDIN�Cs (TTP.) (INSTALLED PER MANUFACTURER'S SPECS) 12 Q 10'-3 3/4" 2ND F.F. 4� — - - - - - - - - - - - - - - - - - - - - - - - - - 9'-4" BRG. HT. 8'-8" BRG. - - - - - - - - - - - - - - - - - - - - - - - - V-01' BRG. HGT - - - - - - - - - - - - - - - - - - - - - - 'a) GARAGE `TEXTURED CEMENTIOUS `TEXTURED CEMENTIOUS COATING PER (ASTM COATING PER (ASTM 092(o) (TYP)� 00 C92(o) (TYP)� 0'-0" FIN. FLR.,L - - - - - - - - - 1 - - - - - - - - - - - - RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION "K° __o0'-0` FIN. FLR. `18'-8 3/4' BRG. HGT. (TYPJ -0" 12 __,10'-a 3/4' 2ND F.F. 9'-4" BRG. HGT. BRG. HGT. —, 8.� 03 E3RG. HGT. v OPEN - - --Ll--- O�-- 0 FIN. FLR. A R C H IT EC TS Design GioU Pine. L . RONALD REAGAN BLVD.NGWOOD, FL 32750PH: 407-774-6078FAX:407-774-4078w.abdesigngro www.abdesigngrouLp.com 0003325 r SUBDIV. & LOT. KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: LEFT & RIGHT ELEVATIONS ARCHfTECT: STATE OF FLORIDA SEP DA/tE: 9/24/18 S?/ALE: 1/4"=l' -O" SHEET 2 OF 9 SUBDIV. & LOT. KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: LEFT & RIGHT ELEVATIONS ARCHfTECT: STATE OF FLORIDA SEP DA/tE: 9/24/18 S?/ALE: 1/4"=l' -O" SHEET 2 OF 9 SQ.FT. CALC.'S IST FLR LIVING 1,090 SQ. FT. 2ND FLR LIVING 1,331 SQ. FT. TOTAL LIVING 2,421 SQ. FT. ENTRY 35 SQ. FT. GARAGE 459 SQ. FT, LANAI IioO SQ. FT, TOTAL 3,015 SQ. FT. EXTERIOR MASONRY WALL ERG. HEIGHTS ................................ LOAD BRG. WALL NON-BRG.WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOVARE WK/DF ZONE 150 MPH WIND 6X6 P.T. POST TO 8'-4' AFF. W/ OPT 5-4' GLG. I I OX BEAM TO MATCH FOOTAGE DESIGNATION � l2-TYP I I COLUMN WIDTH ( I II II 1 112 I6'-0O'�p'-0' 5 24.80/-30.16 I ILANAI I I 2 24 3080 DR 4 30.08/-32.18 3 Il 25-6H 5 28.45/-31.46 4 33 (2)25-6H 5 21.13/-34.80 5 413 6080 SGD 5 2631/-3330 6 Il 25 -SH 4 28.45/-30.95 WIND DESIGN CRITERIA A. BASIC UUIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=116 MPH B. INTERNAL PRESSURE COEFFICIENT =+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN LUIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/'BORATE' A TEF411TE TREATED SPRAT 3 1/2" 1'-2" 2'-0" "--2x4 WOOD FRAMED e10'cc, � CABINET SECTION 30'-0" 14'-0" IG' -0" 5" 15'-2' FIRST FLO O 1R PLAN SCALE: 1/4 = I'-0' 0 A R C H I T E C T S Design Grout inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r — `n 6X6 P.T. POST TO 8'-4' AFF. W/ OPT 5-4' GLG. I I OX BEAM TO MATCH � l2-TYP I I COLUMN WIDTH ( I II II j I II II' S" �I 14'-4" I ILANAI I I 16' -0'x10' -O' GOND. I I 9'-4' CLG. I I II II (2) 25 -SH I I 6080 SGP c0 HB mi ■;z r ■L'i rl l l l l l—r n ■ — — — — — — — ®■' ■ O I O � I ui I I - 1 O �I ■ CIR/r DINETTE t 12' -4'x10' -O' ■ — 1 I 19'-2' I 9'-4" N _ GREAT ROOM _ - cv 9'-4' CLG. I 1'-2 1/2"1 Ili )( 3 I ■ ■ �'-0" 4'-2" 2'-10" el F, 1/2" I 9'-4" �jlz �I w 00 _ lO I 1 II 4 2' HIGH J RAILING 1 G R/T =I i r — ■ % C KITCHEN � �� S � 9'-4' GLG. I ■ n; I o ■ UP ls� — DBL. n' 2-(o i DPT. ■ STUD- y — --------------I ----- 4x6 r G� 4X4 LBUI. L__-----� ■ 6 O ■ _ 'POST = i~ POST S N - IR -ISH Q 4 -SH _ ■ --- C RjT 5'-4 4'-�0" r 0 5 -I0," 2 -0' 13'-2" r ■ ■ @ t DBL. 5TU I@ �I I VTI G vt`Py r aI y�. I m STUDY 12'-4'xlO'-(o' ■ ® _ cl) - FOYER 9'-4' CLG. M.T. � ' - � ■ MR. ■ s' -a' GLG. � STUUD D — 4'-2 PED, — — BL. �D STUD LARD ■ ; _ Q 4X4 I POST 2 = BG�'-8'O 2'-0' O ENTRY ■ — — — — 2 CAR GARAGE N Cr — I ■. ■ ■_ ■ - 20'-O'X2O'-2' V-4' GLG. S - - 9'-4' CLG. ------------ 8'-8' CLG. ------------ LINE OF 2ND FLOOR ABOVE N ■ ■ HB 16'-0' X I 1'-0' OHGD O ®■� ------ --------- ■■.■jk I'-4" 21'-4" 301-01 FIRST FLO O 1R PLAN SCALE: 1/4 = I'-0' 0 A R C H I T E C T S Design Grout inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA SEP � 6/ 116 D�sr 9/24/18 SCALE: 1/4"=1'-0" SHEET 3 OF 9 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE WIN./DR ZONE 150 MPH WIND ROWS FOOTAGE DESIGNATION I 15 3050-5N EGRESS 4 28.65/-31.14 2 15 3050-6H 4 28b5/-31.14 2A 12 3040 -FG 5 29.08/-38.10 3050-6H 25 15 EGRESS 5 28b5/-31.85 3050 -SH 3 15 EGRE55 5 28.65/-31.85 4 15 4013 -FG 5 29.43/-39.40 3040D2X TEMP 5 15 3050-51-1 4 28b5/-31.14 EGRESS 6 15 3050-5H 4 28.65/-31.14 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD=IIC MPH B. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEFiIITE TREATED SPRAY I 18'-8 3/4' 2ND. _ FL -R. SRG. HT. 10'-8 3/4° 2ND. _ FIN. FLR - V-4' SRG. HT. - 1 -0' FIN. FLR � _ STAIR DATA: 17 RISERS ®7.57" 16 TREADS ®10" +1" NOSING A R C H I T E C T S ®es Grou -Inc.n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 2 DATE: 2/24/18 SCALE: 1/4"=1'-0" SHEET OF 9 \ ROWS \ STAGGERED 3040D2X HAND RAIL — La3 10 n 12 LOFT STUD 10 -2x16 -1 rm BEDROOM 4 2x8 LANDING V-0' CLG. 10'-2'x14'-3' F L ------STUD - \ \� \ 0 LINE OF IST DROP CEILING TO\\\ M >Xj @ Q FLOOR BELOW \ � 4 r r (2) 2X8 HEADERS AS \ 10" \ LLI _ SHOWN ON SHEET 6 MIN. \ 42' HIGH WALL \ m W/ WALL CAP 305 -SHO 305 -5H \ \ EG SS O PWDR. � ° 1V' -o I0' -I0" O 0 2x12 S.Y.P. TREAD \ \ \ \ 4 _ i _ " 2x4 RE-INFORCING m EA. \ 2x12 STRINGER \ \ \ zo m 21'-4' (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' O.C. z 301-0" ' KIGKPLATE \\ \ v L ---------J — — — — — — — — — — — — — — — — — — LINE OF IST FLOOR BELOW \ 2x6 LANDItdCs I 3/4' T 4G SUB FLOOR GLUED 4 NAILED 2x6 to 24' O.C. MAX ----I�-------� I 2x4 P.T. PLATE SECURE W/ IOd CUT NAILS ib' O.C. MAX. SECOND FLOOR" PLA —,)STAIR STAIR SECTION: 9'-4" BRC. SCALE: I/4 = I'-0' SCALE: 3/8 = I'-0' A R C H I T E C T S ®es Grou -Inc.n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 2 DATE: 2/24/18 SCALE: 1/4"=1'-0" SHEET OF 9 SECURE STRAP TO CONC. U1/ (2) 3/16'x2' TAPCONS 3 1/2' T, CONC. SLA5 A/C TO SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT U)/ (2) 08x1 1/4 SHEET METAL SCREW$ CONNECTION ETAIL PAD D FOUNDATION PILE SCALE: 1/4 = 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH 5LA5 OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S 4GDesignGrou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 V C6 E cc SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA SEF 2 DA%E: 'IR/24/18 5 0 F 9 14' -O" lo' -O" 24'x24'xl2' CONC. FTC. W/ (3) S REBARS EA. '° °' IO' -6" 15'-2" WAY ON CHAIRS MIN.: COYER (2-TYP) �l� 8 I 4' THICK 3 1/2' CONC. O 61 CONC.8 SLAB Q SLAB I I C 8 _ _ 5A I 5A i EXTEND END OF m � ',CON"` . ; PVC CHASE 12' l ABY. CONC. PAD 3 I/2' ■ 0 I M IN NEI ■■ IN -- HB ■ ` — — —— — — — — r-- �+;\ 2 II I +\ 5A 5A I + r2 5A \\ 4' PVC CHASE- j 5A STEM UP 2ND FLR AI A/C I IAIC ' + h0' -(d' FIN. ELEV. ■ FIN. CONC. 5LA5 �\%�\ is i I - 3 1/2' CONC., REINFORCED igi' Jiu 1 +`\ W/ 6'x6'-WIA x W1.4 ON 6 -MIL POLY LL=JJ z I ii 2 \ ETHYLENE VAPOR 5 q \ BARRIER ON Hi' PVC CHASE WELL COMPACTED i FOR ELEC. 6 I Q 24'x24'xl2' CONC. FTG. CLEAN FILL ii ISLAND ■ W/ (3) "5 RE5ARS EA.WAY MAKER3'COVER ON CHAIRS MIN. iiICE H -IN NIA 'I'01I -0" ii i -T4'4' 5'a° 4'-a" 3'-10" ii i IREF.+ i 4 O 9A 2 1 — 5A I ■ 9 � 9A � 5A v 5A 5A = I IN IIr 10° r � 6'-I0" 2'-a" 4'-10" II' -a" m IN EXTEND 4 I SLAB 11/2'WC — — 4 ■ F 5A I h `t5 5A ■ �._. 1/2' W/H L 24'x24'xl2' CONC. FTG. — — — W/ (3) "5 REBARS EA.;PED. WAY ON CHAIRS MIN COVE I SIN 5A3' j ERTEN" r ■ SLAB 11/2' 5OLLA ua 3'-4" _ m d- :�r Z/1 4'Z/1 _ ® ■ ® SLAB I C31/2'CONC., p 8 I REINFORCED W/ 6'x6'-WIA x WIA 24'x24'xl2' CONC. FTG. 5A ON 6 -MIL POLY W/ (3) W5 REBARS EA. I ETHYLENE VAPOR 6A WAY ON CHAIRS MIN. f" 4 5ARRIER ON 5 4 3' COVER WELL -COMPACTED 5A CLEAN FILL (BORA-CARE SYSTEM) ■ (Y ■ ■ L 6 I HB 0 6 m 0 5A L --f 1/2' 4„ a'-4" ■ ■■ ■■ ■ 2'-a" 16'-O" 2'-a" 21' - 4' 30'-0' FOUNDATION PILE SCALE: 1/4 = 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH 5LA5 OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S 4GDesignGrou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 V C6 E cc SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA SEF 2 DA%E: 'IR/24/18 5 0 F 9 TEXTURED CEMENTIOUB COATING PER (ASTM (T7P.J (U 5 REBAR VERTICALLY W/ CONC. POURED CELL TEXTUfI CEMENTIOUS COATING PER (ASTINSUL GON (T7PJ = - (V 5 MBAR VERTICALLY W/ TIONC52 R-13 INSULATION MIN. IN (1) 5 REBAR VERTICALLY W/ CONC. = POURED CELL STUDS 16' O.G. MAX _ - R-4.1 INBUL. MIN. _ TEXTURED CEMENTIOU9 COATING - PER (ASTM G916) (T7PJ CI) 5 MBAR VERTICALLY W/ CONC. - POUND CELL = - (U 5 REBAR VERTICALLY - - CONC. P'OU�D CELL R-13 INSULATION MIN. _ - R -4J INeULATICN STUDS 16' O.G. MAX __ _ TEXTURED CEMENTIOUS COATING III INSUL. MN. VL' GYP. L.L. BD. TEXTURED CEMENTIOUS COATING WOOD B' z - PER (ASTM C926) Ci7PJ SECURE STUDS TO BTM. PLATE W/ LL B' CMU ; /- Irz' GYP. WL. BD. - / �, WOOD BASE = - II INSUL. 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BLOCK WALL CONNECTION 12 A OMITTED DOWELS SCALE: Irz'.1'-0' w E >O TO HORIZATION QL REBAR W/ i0' FIOGiC, SCALE: V2'•I'-0' c/ LJ BCN E: VL'.I'-O' SCALE: V2'•i'-0' `^ ,i TO HORIZATIONAL U 6' PVC CHASE THRU FOOTING GROUTED E50ND BEAM C R£$AR W/ 10' HOOK I -STORY YARIEB PER ELEY. "- VARIES PER ELEV. 8' VARI-B �' _ 1 _ °. �•. �.- CAULK AND SEAL (2) 5 MBAR • 1 -STORY (3) 5 MBAR • 2 -STORY l2) 5 REBAR ON CHAIRS 2 -STORY (3) 5 REBAR ON CHAIRS ? E ° GROUTED BOND BEAM ° - - . \.. ..� v /�\//\/�\// � • a //\\//\\/\\// /\\�/\\�/\\�/\� //\//\ \\� - - GASLINE a < OUTBIDS �$AR TO BE CGNTNUOUB ° (U 5 REBAR VERTICALLY W/ CGtNC. POURED CELL ° _-dC• �\�\\�\\/N\ \\/!i✓\ I J• PVC SLEEVE FOR CRAB LINE a.�8' °, e. R-4.1 INSUL. MIN CMU \\��\\. \//,• / \//i//�/ . /.\ /\/\/�� / v (ll -CONT, m z , E U 0 _ - - 8' CMU V2' DRYWALL .. 2'-1' MIN. ! AP - Irz' GYP. WL. BD. Z WOOD $ASE E IL w _ 3 I/t' CGfIC., REIN. W/ 6'x6' ORYLERMEBHOR WIAxWISHOWER �� [ RECESS FOOTER 1 O _ WOOD BASE REBAR LAP AT FOOTING _ = 6 -MIL. POLY EV _ = 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED W CLEANOUT REQUIRED W ° Q q °,_ CLEANOUT REQUIRED ,,:•,, -0, B 8C E: 1/2'•1'-0' 0 _ CLEAN TEF IITE TREATED FILL ., FOR INSPECTION FOR INSPECTION Z a" ° a a Q . V RECESS FOR SCD. TRACK z E ° FINISH FLOOR Qa a' _ r b' PVC CHASE THRU FOOTING 0'-0' FIN. FLR 0'-0' FIK FLR i I .. L ° -TIE VERTICAL AR - A °a TIE VERTICAL AR w ° a a Qa r CO 5 VERT. DOWEL LAPPED W/ BOND EiEAM z w TO HORIZAt OPAL MBAR W/ 10' HOCK; .' ° . to HORIZAtIGNAL -BAR W/ 10• HOOK > ° �,x L CI) 5 REBAR AT CORNERS W/ 25' LAP MIK E > I -STORY 4' 8' 4' (2) 5 REBAR ON CHAIRS 2-6TORY / JZE (3) 5 REBAR ON CHAIRS F_ �' mg mg HORIZONTAL/ VERTICAL HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP 1 -STORY FOOTING W/ BLOCK WALL �� REINFORCING L, 9CALE:V2'. m' F BEARING CHANGE BCA1£:1rz'.1'-m' 11 SCALE, I'.IT rT eCAL£: 1'•1'-0' EL CORNERS (c)� D SCALEIrz'1'0'E: Irz'•1'-0' A R C H ITEC T S ADesign n U enc. L . RONALD REAGAN BLVD.NGWOOD, FL 32750PH: 407-774-6078 FAX:407-774-4078 w.abdesigngroup.co m AA #'0003325 r � �IIIIIIIIII ��s000acmomr, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA SEp 6 2018 DATE: 9/24/18 S Cj&LE: 1/4"=I' -O" SHEET 5 Aol, 9 II' -2" Ifo' -o" ■ ■■ ON ■ ■■ ■■ ■ ■ k 25'-0' 25'-8" ■ V ■ �r ■ a) Q m ■ ■ ro _ co � ■ m _ <r ■ r � N ■ ■ _ � S g -0" r Q ■ 8'_5" �n 4'-8" ■ m ■ ■ ■ ■ N ■ ro � � r ■ ■■ as ■ 2'-4° DOWEL DEAN SCALE: 1/4 = ,'-0' A R C H IT E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AAtr: 0003325 00 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA SEP 2 6 201V DATE. -//9'/-24/16 s C AIfE: 1 /4"=1' — O" SHEET 5 T 9 OF O L_4 O (2) 25 -SH _ cD N L-3 ■ II II II II LANAI V-4' GLG, II II II II Clow SGD L-5 DINETTE V-4' CLG. GREAT ROOM --- 9'-4' GLG. I P*' I II o I 1 010 1 II 0 I J1 I 1 i KITCHEN / V-4' GLG. / I / I I I 1 I I I I ----------- -------- z a ------------------------- 51-5' CLG L -I I6'-0' X 1'-0' OHGD -------------------- LINTEL PLAN SCALE: 1/4 = I'-0" GENERAL NOTES: I. CODE& I.I. FLORIDUILDING- COD- R=5 DTTL-._ ETH ,TH EDITION (2011) BECTION5 R4'0_._ 01. FLORIDA -- - ' iH ED ITION (?'01"17 'ACTIONS I'_UI.? a 2101. I.?. FLORIDA BUILDING COD_ 1�E&SIDE DENTIAL a 1.3. BUILDING CODE RPOUIREMPNT5 FOR REINFORCED CONCRETE (ACI 318-ID0). 1_.4J.. AMERICAN AN SOCA^TY OF EVIL- _NGIN^=_'S MINIMUM DESIGN 1-040S FOR BJIL ING5 AND OTHER STRUCTURES ES (ASCE 1-10). ? rONCRETE: CONCRETE COMPRESSIVE eTRPNOITH AT 23 DAYS: 2.1.1. - E -CAST _V/STANDARD REINFGRCEMENT-40'00 FBI ?.12, "E -CAST VrFFEETREE5 REINFORCEMENT -,000 F51 2.1.3. GROUT FPR A5Ti"I 0416 '000 P&I W/ MA:c. 3/3' ACC-EGATE, 3' TO II' SLUMP. __ REIN3 5: 22FGRG ANGF .1. 5TEEL PLAGEP IN PRECAST LINTEL AT TIME OF F45RICATION A5TM Aa15 (G-R.AOE 60) 5TEEL IN LINTEL AND KNOCKOUT BL CC(. (PLACED IN FIELD) ASTM A65 (GRADE 40). 2.3" PRP-5TRE&5ED STRANDS A5TN 4416 l -WIRE, STRESS RELIEVED 270 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. '- CONCRETING-, OPERATIONS SHALL COMPLY WITH ACI STANDARD5. 3, MASONRY - 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF TPE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-03. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1=00 FSI. 33. MORTAR SHALL BE TYPE 5. BTRIJG&ATURAL , T,I. -- LOAD vALU65 A< BASED ON LINTELS HAVING A BEARING OF 3' (WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RE5IDENTIAL, 6TH EDITION (2011), SECTION Ro0'o.14 OR FLORIDA BUILDING CODs RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 EXTERIOR MASONRY WALL 5RCa. HEIGHTS ....... 8' - 8' ..ERG....... . 1111111111111 9'-4' 5RG. LOAD ERG. WALL NON-5RG.WALL SAFE WORKING LATERAL LOADS (PLF) ■ II II II I I I Sl = _TE.. -R ■ !INTEL STUDY S/28-541AU/IIJL - FOYER 5'-4' GLG. 0/14-S-(I)U/(0)L ■ _ _ - ■ 9'-4' GLG. O a',.a' MR. ieial! s-,gh iyce 3' DCCR HEALER 6.D R •DR HEGER Lmg•h 4'-6' PLAIN ■ O�O 1 m l' -S' L-25 ISI I ENTRY L-2 O l'-6' 8/16-S-CIJLI/CIJL 9N GLG. Y-3' F-_ -al Int 1011 CAPACITY �ACITT CAPACITY L -2A 2 CAR GARAGE 60TTCP15A.R TCP 2AR (.I!<Ifi'J �•; 4 fIH_(Ili S'-4' CLG. ------------------------- 51-5' CLG L -I I6'-0' X 1'-0' OHGD -------------------- LINTEL PLAN SCALE: 1/4 = I'-0" GENERAL NOTES: I. CODE& I.I. FLORIDUILDING- COD- R=5 DTTL-._ ETH ,TH EDITION (2011) BECTION5 R4'0_._ 01. FLORIDA -- - ' iH ED ITION (?'01"17 'ACTIONS I'_UI.? a 2101. I.?. FLORIDA BUILDING COD_ 1�E&SIDE DENTIAL a 1.3. BUILDING CODE RPOUIREMPNT5 FOR REINFORCED CONCRETE (ACI 318-ID0). 1_.4J.. AMERICAN AN SOCA^TY OF EVIL- _NGIN^=_'S MINIMUM DESIGN 1-040S FOR BJIL ING5 AND OTHER STRUCTURES ES (ASCE 1-10). ? rONCRETE: CONCRETE COMPRESSIVE eTRPNOITH AT 23 DAYS: 2.1.1. - E -CAST _V/STANDARD REINFGRCEMENT-40'00 FBI ?.12, "E -CAST VrFFEETREE5 REINFORCEMENT -,000 F51 2.1.3. GROUT FPR A5Ti"I 0416 '000 P&I W/ MA:c. 3/3' ACC-EGATE, 3' TO II' SLUMP. __ REIN3 5: 22FGRG ANGF .1. 5TEEL PLAGEP IN PRECAST LINTEL AT TIME OF F45RICATION A5TM Aa15 (G-R.AOE 60) 5TEEL IN LINTEL AND KNOCKOUT BL CC(. (PLACED IN FIELD) ASTM A65 (GRADE 40). 2.3" PRP-5TRE&5ED STRANDS A5TN 4416 l -WIRE, STRESS RELIEVED 270 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. '- CONCRETING-, OPERATIONS SHALL COMPLY WITH ACI STANDARD5. 3, MASONRY - 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF TPE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-03. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1=00 FSI. 33. MORTAR SHALL BE TYPE 5. BTRIJG&ATURAL , T,I. -- LOAD vALU65 A< BASED ON LINTELS HAVING A BEARING OF 3' (WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RE5IDENTIAL, 6TH EDITION (2011), SECTION Ro0'o.14 OR FLORIDA BUILDING CODs RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 EXTERIOR MASONRY WALL 5RCa. HEIGHTS ....... 8' - 8' ..ERG....... . 1111111111111 9'-4' 5RG. LOAD ERG. WALL NON-5RG.WALL SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS UNTE! LEN64TH Sl = _TE.. -R LDAL"a !INTEL '-+E LATERA L LADS S/28-541AU/IIJL PRESTRESSED ? J 0/14-S-(I)U/(0)L (FL) total r �- Yr- a',.a' 9'08' ieial! s-,gh iyce 3' DCCR HEALER 6.D R •DR HEGER Lmg•h 4'-6' PLAIN sp_!D L-4 l' -S' PLAIN SOLD L-5 l'-6' 8/16-S-CIJLI/CIJL •d•, i(, Y-3' F-_ -al Int 1011 CAPACITY �ACITT CAPACITY 8'X16' KNOCKOUT BLOCK 60TTCP15A.R TCP 2AR (.I!<Ifi'J �•; 4 fIH_(Ili -e.^:t V. 13'.3 s'-0' -_ 644 1613 4`-1' Frecal e61 521 •A. - 638 1266 4'-4' Recaai •:�•• 3. 4-3' Frt Pa, 5a 1'63 4'-1• F(eca:t 659 1'65 !-3' Fecasl 650 Illl F:'ECAST Frebat EE6 Ir5 '5200 -e-t 543 01v5 6-a' Frecasl 523 964 6'-1•1 rtecae! 634 ;b4 l -a' Pr.PP>t ;Il '.di - ?, rrECASi (2)'3 (1)? !9990 BOTTOM BARS E � '� !03:Y.'1 6'-1' S'-4• 6'-a' t alb 1211 9'-3' Freta>t idb 533 1211 127'4 (11? 6521 (2) 12)0 (2) STRANDS 7/16'-_3 4:b 939 T-6• r-5' -t425 (11'4 1 (2)R '4% 1 a5: 3Pn3 l]l B'4' 1 1'-0' I B'-0' r cCAii rRECASi 1'-0' ' o_l 301 a:4 - 354 - V.4. R-11 all 513 m'-2' Frecast 191 453 1'b3 ''5:9 3110 ?'-6' II' -2' RECAST II'-;' Fre:vst 199 Eta !1'-D' - :aal !64 333 T-6' - 143 -5- 24!3'-4- G'-4- - I'b 424 1933 260 :4'-a' 1-:' 13'4' 14'-0' 14-B' Fesves:ed NA 341 1>A II' -4' fL". 301 T 2211 532 R'-4' _a:ea rc5TFc3.35D 1 ) (1)9 513 I1'3 426 ..ee rH !a-3--9' PAEST�53ED 21'-;' vessed F 131 12'-cFRE5TRE5.;D 12)5 (2)9 ;473 Ala 321 691 1?'9' NA,Na Ss- d 1215 (1)9 '339 1350 (1) #5 CONTINUOUS L0TTS CONCRETE P,0, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LEN64TH TYPE V-4" 5RG. HT. COMMENTS L -I Il' -4' S/28-541AU/IIJL PRESTRESSED L-2 4'-8' 0/14-S-(I)U/(0)L RECESSED L -2A 9'-4' 8/16-S-0110/IIJL SAFE WORKING LOADS (PLF) L-25 4'-0' 0/20-5-(l)J/(0A_ L-3 4'-6' 8/16-S-ClXI/IOJL L-4 l' -S' 8/16-S-0110/IIJL (1) #5 CONTINUOUS L-5 l'-6' 8/16-S-CIJLI/CIJL •d•, i(, L-�o 4'-6' 8/16-S-C1JU/(OJL CAPACIfr (1) #5 CONTINUOUS NOMINAL WIDTH/HEIGHT OF LINTEL 333 316' 8'X16' KNOCKOUT BLOCK TABLE No, I r- PLAIN OR SOLID LINTEL 18/16 j000 PSI GROUT - (PLACED IN FIELD) TOP BARS: SEE SCHEDULE OR LOWER LINTEL CAVITY (1) #5 CONTINUOUS PRESTRESSED _ 7 32STIRRUPS AT 4•-0' cc SAFE WORKING LOADS (PLF) s1� _� .••fit (h ED OR WELDED) `. _ TTOM BOAR • _ SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST T an� =165. 8/8 -S -(l) #5AO) #5 #5 TABLE N. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" x 8" LINTELS ! iNTS- Cl5AR I LENTP_ Tf '= I UN7L -TSI! GRAVITY Gi VITT I ly-L1=i I UPLIFT FNGTH SPAN G: AVItt CAF-TYGAPA:ITT I 1 -F -Tri CAPACITY SDT,CM 2.".E FOP BAR CAPACITY (ISL (GHJ (AIL (1511 IIL (IIJ jflSL (251 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS .INTEL I CLSAR I INTEL it FE 1. WE- 5TEEL IT I C-RAVnTY Lr LGi LPL:Fi ENGTTI 3FAN -TT- TnF CAFACIIT CAPACITY CAPACITY CAFACITI' T'P'E No. z REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PIF) S. X 16" COMPOSITE LINTELS LNiF!. CLEGZ LNTEL LIF ' -NTE! 3rEE! GR,IVITT G,'W`ntt LA_'di LFLAi Lc -ILII: SPIN CAPACITY CAPACITY CAPACITY CAFACItt CGTTq SAR TGF EAe (OIL OIJ (AIL (1511 (15! (11511 flhL f2HJ TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 28" COMPOSITE LINTELS ! NtE! .CARE LINTSL iiFE !NEE -1 ! 515_=!G.RAVITT GRAVITY LR!FT 'JF!'vt !Eh;TH bPGI =A ITr CAPAOITY C;FAOITr C.4PAOTY 59TT-5AR ICP 5A.2 ICIL (IIJ (V5L(III (AIL (IHJ (AIL (2IJ TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 3" X 24" COMPOSITE LINTELS L INTEL I CLEAR I LINTEL TYr= LINTEL 5T_ELGRAVITY6RAVItt 'JF! FT '.PLIFT L]J TH SPAN CAPACITY CAPACITY CAPACITY CAPACITY SON -,BAR TCP BAR (OIL fIHJ (1IL (IIJ (L5! (IIJ 5L (III TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS L!NTE'_ C! 5AR LITEllr__ !INR STEEL FLAN GRA'/ITT GR1 TY LP! ,FT LFL" .FILTH aPAV GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER -eYiS! C!=1.R LINTS iiF_ !WYE! 3755! 'AFILLSD .aRANtY GRAVITY 'rT IFt 'JPL!FT EN3rH L4aV GRA'ntT CAPACITY CAPACITY OAFACITr cAPACITr ?Diig15A,e TCF aAQ CAP:LITY (15L(OHJ (IH! (15'J NIL fIHJ OIL III 313, NOMINAL WIDTH/HEIGHT OF LINTEL TABLE No, I r- PLAIN OR SOLID LINTEL 18/16 -P -#U #L] 8/16-S-(1) #5/(1) #5 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY PRESTRESSED 8/20-5- 1 #5/(1) #5 U SAFE WORKING LOADS (PLF) 8/16-S-(1Z#5L(1) #5 8/14-5-(1),#5/(1) #5 3" X 32" COMPOSITE LINTELS LINTEL _A.e (1) #5 CONTINUOUS LNTEL siEE! .aR'ITY G-RA`nir L1:FT •d•, i(, LF,OTH SPAN I CAPACIfr CAPACITY �ACITT CAPACITY 8'X16' KNOCKOUT BLOCK 60TTCP15A.R TCP 2AR (.I!<Ifi'J �•; 4 fIH_(Ili (IH! 12- 1-m 3'-6' 1'-b' 2'-1' FRECASi FRECASi (1)R (11 2020 I (1)? '0000 2500 `2200 '.00va 'm2ED IC000 v9aaa •'-©' 2" FRET •A. 000 PSI GROUT (PLACED IN FIELD) !0000 10000 •. •1.' •:�•• TOP BARS: ''.0000 i1 !0900 t� N; •.. 3' :' SEE SCHEDULE _ !0060 10209 'woo 5'-4- 4G' F:'ECAST (1)9 (1)R i299m '2200 9613 '5200 (1) #5 CONTINUOUS 4'6' �<5CAai (1)9 (11R 3543 !PC^90 -.3'.6 -7J32'RRUPS T 4'-0' cc �� ; ••4., ,� y� (TIED D) 5900 6',6• - ?, rrECASi (2)'3 (1)? !9990 BOTTOM BARS E � '� !03:Y.'1 6'-1' S'-4• (L? !D9G0 SEE SCHEDULE (PRESTRESSED) 3311 '2900 -2' 6'_a' -- RI FFECAST FFSCAST 1211 127'4 (11? 6521 (2) 12)0 (2) STRANDS 7/16'-_3 4430 4240 13, 16 TABLE N. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" x 8" LINTELS ! iNTS- Cl5AR I LENTP_ Tf '= I UN7L -TSI! GRAVITY Gi VITT I ly-L1=i I UPLIFT FNGTH SPAN G: AVItt CAF-TYGAPA:ITT I 1 -F -Tri CAPACITY SDT,CM 2.".E FOP BAR CAPACITY (ISL (GHJ (AIL (1511 IIL (IIJ jflSL (251 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS .INTEL I CLSAR I INTEL it FE 1. WE- 5TEEL IT I C-RAVnTY Lr LGi LPL:Fi ENGTTI 3FAN -TT- TnF CAFACIIT CAPACITY CAPACITY CAFACITI' T'P'E No. z REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PIF) S. X 16" COMPOSITE LINTELS LNiF!. CLEGZ LNTEL LIF ' -NTE! 3rEE! GR,IVITT G,'W`ntt LA_'di LFLAi Lc -ILII: SPIN CAPACITY CAPACITY CAPACITY CAFACItt CGTTq SAR TGF EAe (OIL OIJ (AIL (1511 (15! (11511 flhL f2HJ TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 28" COMPOSITE LINTELS ! NtE! .CARE LINTSL iiFE !NEE -1 ! 515_=!G.RAVITT GRAVITY LR!FT 'JF!'vt !Eh;TH bPGI =A ITr CAPAOITY C;FAOITr C.4PAOTY 59TT-5AR ICP 5A.2 ICIL (IIJ (V5L(III (AIL (IHJ (AIL (2IJ TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 3" X 24" COMPOSITE LINTELS L INTEL I CLEAR I LINTEL TYr= LINTEL 5T_ELGRAVITY6RAVItt 'JF! FT '.PLIFT L]J TH SPAN CAPACITY CAPACITY CAPACITY CAPACITY SON -,BAR TCP BAR (OIL fIHJ (1IL (IIJ (L5! (IIJ 5L (III TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS L!NTE'_ C! 5AR LITEllr__ !INR STEEL FLAN GRA'/ITT GR1 TY LP! ,FT LFL" .FILTH aPAV GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER -eYiS! C!=1.R LINTS iiF_ !WYE! 3755! 'AFILLSD .aRANtY GRAVITY 'rT IFt 'JPL!FT EN3rH L4aV GRA'ntT CAPACITY CAPACITY OAFACITr cAPACITr ?Diig15A,e TCF aAQ CAP:LITY (15L(OHJ (IH! (15'J NIL fIHJ OIL III 313, TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WCRKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER L,NTEI I CLQ I LINTEL TTS! IMSL 5TE5L GRAVITY GRAVITY ';FL!R rr+LTH 51AN CAFASITr caPAcnr c..PAgtt U.rAatt I SDTTgt BAR TG'SAe (95L (IHJ (I_(III (15! (IIJ NIL f2IJ 12 7 WIRE STRESS RELIEVED 270ks1 PRESTRESSED CABLE ly' T8 TABLE No, I 8/16-S-(1) #5/(1) #5 REINFORCING SCHEDULE & LOAD CAPACITIES PRESTRESSED 8/20-5- 1 #5/(1) #5 U SAFE WORKING LOADS (PLF) 8/16-S-(1Z#5L(1) #5 8/14-5-(1),#5/(1) #5 3" X 32" COMPOSITE LINTELS LINTEL _A.e !•NTE_L TTP- LNTEL siEE! .aR'ITY G-RA`nir L1:FT �_iT LF,OTH SPAN I CAPACIfr CAPACITY �ACITT CAPACITY 60TTCP15A.R TCP 2AR (.I!<Ifi'J (IIL(IHJ fIH_(Ili (IH! 12- 1-m 3'-6' 1'-b' 2'-1' FRECASi FRECASi (1)R (11 2020 I (1)? '0000 2500 `2200 '.00va 'm2ED IC000 v9aaa •'-©' 2" FRET (1)? (DR ?sl3 coo !0000 10000 Y-2' FECa5T 12)? (2)? E310 ''.0000 1022. !0900 3' :' raSASi (t)? (tl? E3E4 !0060 10209 'woo 5'-4- 4G' F:'ECAST (1)9 (1)R i299m '2200 9613 '5200 r 3'-Im' 4'6' �<5CAai (1)9 (11R 3543 !PC^90 -.3'.6 !Ccc� (1) R '5900 !9200 E519 5900 6',6• - ?, rrECASi (2)'3 (1)? !9990 12200 E � '� !03:Y.'1 6'-1' S'-4• (L? !D9G0 '5529 3311 '2900 -2' 6'_a' -- RI FFECAST FFSCAST 1211 127'4 (11? 6521 (2) 12)0 !9990 !0920 4430 4240 5316 3491 6'-3' r-rcCa5T (11'4 1 (2)R '4% 1 IC"J00 3Pn3 l]l B'4' 1 1'-0' I B'-0' r cCAii rRECASi (?J'4 (11R 6134 !9900 63x3 Soy ?111 1660 5591 9'-T r -CAST 4C 6 5043 2114 4243 '2'-0• m'-2' FRECABT iC43T (2)5 (1)9 5211 (2)5 1119 3119 4211 31:9 1'b3 ''5:9 3110 ?'-6' II' -2' RECAST 1211 (1)5 34'1 3:2 14.1 1699 FR-cCA$T 1 11)5 (t)9 2S=a 29'9 R'3 5 :4'-a' rRCAST (115 (1)9 1131 2131 1933 260 :4'-a' 1-:' 13'4' 14'-0' FR<STINTRO PR55TFESSED (Z)1 (1)? 3231 1211 (2)R 25:5 3131 2946 143 baa 1>A II' -4' W -C, FA�SrRE55ED 12)'3 (t)2 2236 2211 532 9ss !a'-0• rc5TFc3.35D 1 ) (1)9 513 I1'3 426 544 !a-3--9' PAEST�53ED (? (1)5 1 (t)3 '623 1623 331 '93 12'-cFRE5TRE5.;D 12)5 (2)9 ;473 Ala 321 691 1?'9' 22,-6. 12'-3' r E5T�5SED -ic3_5i5D 1215 (1)9 '339 1350 311 649 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS L -Ta CLSAR LINTS! RF'c DNrL 51zE GRAVITY GRA'nIT LP_:FT SPUR EH;TI 5FAN CAFA.Tl 9APAGItt CAPACITY cA -ITY %JTTcl EAR TOF BAR (05L TIJ (W_ (IHJ fly! (L5'J (5L (151 S-6• 1-d 1'-2' I r-cCA5T FRECA5i (2J? a, 3,0 ftl? 50'14 02DD 12200 ¢U'0D '.000D V^0C'+D 12GG0 -0' 4'-6' 2'-a 3'-2' r¢CA"ai r2CA5T (11'1 (N? 7651 (2)? (111 2141 19939 '021 1440 5611 '2000 6123 .: -1' •• 3'-4' -0' F'�CA3i FcRIT (2)9 (2)n 2619 fL 9 (2)2 4111 6231 ::Il 3!50 3'69 '316 sa30 =AO' 6' rME (1)3 (2)? 3344 3364 3265 3265 6'-4' a-0' rRECA5T IV -4 (2)? 3033 3030 2339 3219 W -a' -1' I v-.4- FRE -CAN FicCAT (1)12.2? (1)'4 (2111 2133 I 2131 2393 2:59 ^Gi S 2393 I b' V-2' W:4' 1 F. -C+-T 1 FR= T (1) L (?)? 21A (1)•42'23 21?3 2' 3 1 2i '64 3 23. 2213 3' O' V-3' I ___CMT (2) Y i !931 !tel 434 1- V 4' l'-0' --CAST (2)'S 2:i i5 1363 !i5 9'-4' v 0' r¢CA5T (2).1 12)1 Ali 1311'.053 531 10' 6' II' -C' 3'-2' 10'-0' F,E-CASi FCcCA"ELT N) () R ?65 IV 1Gi, :6 5 1'36 301 6'3 1323 1'31 N'-0' 10'-B' FRi c'CA5T (1)5 (119 !041 !241 09:- 'E31 D'-6' II' -2' 1 riCAST !t)5 5:1 '015 1 :1-FZC.'e5i _(21 5 (2)9 992 902 '6i 5 rRECAST (t)5 (219 G2 341 ad TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WCRKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER L,NTEI I CLQ I LINTEL TTS! IMSL 5TE5L GRAVITY GRAVITY ';FL!R rr+LTH 51AN CAFASITr caPAcnr c..PAgtt U.rAatt I SDTTgt BAR TG'SAe (95L (IHJ (I_(III (15! (IIJ NIL f2IJ 12 7 WIRE STRESS RELIEVED 270ks1 PRESTRESSED CABLE ly' T8 , 3 8/16-S-(1) #5/(1) #5 PRESTRESSED 8/20-5- 1 #5/(1) #5 U 8/24-5- 1 #5/(U #5 �-•�---- 8/16-S-(1Z#5L(1) #5 8/14-5-(1),#5/(1) #5 3R, 3j, 8/32-S-(1) #5/(1) #5 8/28-S-(1) #5/(1) #5 1 A R C H IT E C T S 4Grbu � 'n 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com STJBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT STATE OF FLORIDA SEPA 6 '2010 DA;fE: 9/24/18 S F/ALE: 1/4"=l' -O" SHEET 5C OF 9 A R C H I T E C T S Design Grouri�nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA k: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL. SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA DATP: 9/24/16 SCALE: 1/4"=1'-0" SHEET 5 � OF 9 �III"'llll SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL. SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA DATP: 9/24/16 SCALE: 1/4"=1'-0" SHEET 5 � OF 9 EN[ QUALITY PRECAST COMPANY Icy STRONG' ON SERVICE P.O, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH T7PE g'-4" COMMENTS 5PG. 1-1T. L-1 i1'-4' &/28-5-(LUK1)L PRESTRESSED L-2 4'-8' 8/14-5-(UU/(0)L RECESSED L -2A V-4' 8/16-5-(UUMA- L -2B 4'-0' 8/20-5-(i U/(0)L L-3 4'-6' 8116-5-(iX.1/(0A. L-4 GRAVITY 8/16-5-(UU/(UL L-5 7'-6' 8/16-5-(UI1(UL L-6 4'-6' S/16-5-11x.1/(0)L EXTERIOR MA50NRY WALL ERG. HEIGHTS V.: -8.ERG. 11111111111 II V4 5RG. LOAD ERG. WALL NON -ERG. WALL O L_4 O (2) 25-6H _ FOYER 9'-4CLG. PWDR. 8'-8' CLG. I ENTRY L-2 GREAT ROOM V-4' CLG. ------------------ II II II II II II II II LANAI 9'-4' CLG. I II II II II II II II II I (POW SGD L-5 DINETTE 9'-4' CLG. KITCHEN 9'-4' CLG. 2 CAR GARAGE V-4' CLG. STUDY 9'-4' CLG. I I I I I I I oto - 0 0 0O ------------------------- V-8' ------------------------ V-8' CLG 916'-0' X 1'-0' Ow -ID LINTEL PLAN SCALE: 1/4 = 1'-0' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS (0)#5L (1)#5U (1)#5L (1)#5 (I)#5L(2)#5U 20'-0" DETAIL'H' Y DETAIL')' Y (1JAIL(1&V DETAILW DETAIL'H' &'J' LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN (2) 7/16 strand + WIRE/ 3AR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 (0)#5L (1)#5U (1)#5L(1)#5U 1035 (0)95L (U --5U (1)#51(2)#5U 936 4'-0" 2 No.5 2'-4" PRECAST (2) D4.5 WIRE DETAIL'U' DETAIL'V' (1)#5L (1)#5U DETAII'W' 961 961 446 872 (2) No.3 2 No.5 1801 DETAIL'U' &'V' 1483 2'-10" 1 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST 12) D4.5 WIRE 2 No.3 1 10000 10000 10000 10000 4' O2'-8" N-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 642 642 PRECAST (2) 04.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 1 10000 1 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 1 10000 10000 10000 8-10" 4'-6" PRECAST (2) 04.5 WIRE 2 No. 3 1 5700 1 10000 10000 10000 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 1 7924 1 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1 5748 1 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1 5473 1 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1 4978 1 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4546 7957 5320 10000 9'-4" 1 8'-0" PRECAST (2J )4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" RE PCAST (21 No. 3 2 No. 5 3615 5348 2699 4424 12'10'-8" 3764 6455 PRECAST (2) No. 3 2 No.5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 2535 2961 1884 3137 14'-O" 12'-8" PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 5'4" 5--0' PRECAST (2) D4.5 WIRE (2) No.4 2 No.4 1578 1578 7'-8" 6'-4" 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 3031 3031 1666 2702 PRECAST (2) D4.5 WIRE (2) No.4 I 1000 1000 1 686 2 No.4 1T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2346 2346 1290 2210 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) nd+ 1737 1737 959 1778 (2) No.strS 2 o. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1516 1516 839 1620 2 No.5 22'-0" 20'4" PRESTRESSED (2) No.3 (2) 7116 strand+ 1420 1420 787 1551 2 No. S 24'-0" 22'4" PRESTRESSED (2) No. 3 (2) 7116 strand+ (2) No. 5 1250 1250 658 1300 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 19'-4" (DETAI 1H" (0)#5L (1)#5U (1)#5L (1)#5 (I)#5L(2)#5U 20'-0" DETAIL'H' Y DETAIL')' Y (1JAIL(1&V DETAILW DETAIL'H' &'J' 14'-8" 1 13'4" PRESTRESSED 15-4" 14'-0" PRESTRESSED 17-4" 16'-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'-4" 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) (2) No. 3 (2) 7/ 16 strand + 1419 1419 850 1347 NOMINAL WIDTH 1 J ] 2 No.4 8"x8" RECESS DOOR HEADER NOMINAL HEIGHT PER STRUCTURAL PLAN UPPER LINTEL CAVITY (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 DOOR SIZE 2 No.4 LINTEL STEEL TOP WIRE/ BAR LINTEL STEELSOLID BOTTOM BAR GRAVITY PLAIN DETAIL DA' SAFE LOAD UPLIFT SAFE LOAD OLID SOLID #5 I U (0) L #55 (1) U (0) L 95 (1) U (1) L #5 1 U 1 L #5 (21 U (1( L DETAIL'DN DETAICDC' DETAIL'DB' &'DC' DETAIL'DD' (2) No. 3 (2) 7/16 strand + 993 993 600 1084 1790 2 No.4 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 4'-0" 2 No.5 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No.3 2 No.5 1801 1801 1483 1483 (2) No 3 (2) 7/16 strand + 834 834 390 763 1259 2 No. S 2'-10" 2'-b" PRECAST (2) 04.5 WIRE (2) No. 3 121 7/16 strand + 720 720 366 716 N-4" 2 No.5 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 (2) No. 3 2 7/16 strap + I91 W„ s 642 642 306 599 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 8"x8" RECESS DOOR HEADER LOWER LINTEL CAVITY I i L/ 1I U] NOMINAL WIDTH 1 J ] 8"x8" RECESS DOOR HEADER NOMINAL HEIGHT PER STRUCTURAL PLAN UPPER LINTEL CAVITY DIAL CLEAR DOOR LINTEL .NGTH SPAN SIZE TYPE LINTELSTEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL 11A' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEELSOLID BOTTOM BAR GRAVITY PLAIN DETAIL DA' SAFE LOAD UPLIFT SAFE LOAD OLID SOLID #5 I U (0) L #55 (1) U (0) L 95 (1) U (1) L #5 1 U 1 L #5 (21 U (1( L DETAIL'DN DETAICDC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2J No. 3 1640 1790 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0' 2'-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-2" 2'-10" 2'-b" PRECAST (2) 04.5 WIRE (2) No.3 1473 1668 1668 1376 1376 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2J D4.5 WIRE (2( No. 3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2( No.3 559 559 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (21 No.3 864 995 995 831 831 6'-#15'..4.'., (2) D4.5 WIRE (2) No.3 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 5'-4' S'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7' 3839 6'47' PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2)No.4 542 669 669 462 537 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 SIO TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL LOWER LINTEL CAVITY [8x] 6-P- i L/ 1I U] NOMINAL WIDTH 1 J ] ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT PER STRUCTURAL PLAN UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLAC ED IN FIELD) (SEE SCHEDULEI z' z' (2) D4.5 WIRE (2) No.4 396 '�Y(U 1 261 #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN TOTAL LENGTH 7/32" STIRRUPS AT 4'-0' cc DOOR SIZE Irjlm V7 STEEL LIDOOR NTEL STEEL WIRE/ BAR BOTTOM BAR PIED OR WELDED) UPLIFT SAFE LOAD SOLID SOLID #5 (II UIOIL #5(2)U(1)L DETAIVDU' &'DV DETAIL'DW' 3'-8" 2'-4" BOTTOM O - (2) D4.5 WIRE (2) No.3 10000 10000 SCHE U SE L NOTES: 1. MNIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 3, STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' z' --f 11)#5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN W /� .-Iro I M 7/32' STIRRUPS AT 4'-0%o NOTES: x I. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR RENT. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9'-8" 8'-4" 6-0" 1 PRECAST 1 (2) D4.5 WIRE (2) No.4 396 489 1 489 1 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) HEADER RECGESSINTEL TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL 18Ex3L2" STEEL LIDOOR NTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5 (U U10)L #5(1)U(1)L DETAIL DU' DETAIL'DV UPLIFT SAFE LOAD SOLID SOLID #5 (II UIOIL #5(2)U(1)L DETAIVDU' &'DV DETAIL'DW' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 4'4 Y-0" 2' -EF PRECAST (2) D4.5 WIRE (2) No, 3 8654 10000 10000 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10300 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 5323 10000 4103 10000 7'-8" 6'-4' 6'1" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) NO.4 2202 5434 1 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPELINTEL STEEL TOP LINTEL WIRE/ BAR BOTTOM BARSOLID OR SAFE LOAD SOLID 4t5(1)U(0)L #5(1)U(It L DETAIL'DH' DETAIL'DP UPLIFT SAFE LOAD SOLID SOLID 4'0)UU0)LL 45(2)U(1)L DETAILDH'&'D3' DETAIL'DK' 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (21 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" 3'1" PRECAST 12) D4.5 WIRE (21 No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (21 No.3 1819 4139 3839 3839 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE t2) No.4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE t21 No.4 2292 2292 1918 2121 9 I 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR 511E LINTEL TYPE LINTEL STEEL TOP LINTELSTEEL WIRE/ BAR BOTTOM BARSOLID GRAVITY SAFE LOAD PLAIN #5(1)U(01L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)LL #5(2)U(1) DEFAIL'DE' &'DF DETAIL'OG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (21 No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST 121 D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-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'-4" 4'(Y' PRECAST 12) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'4" 5'4" 5--0' PRECAST (2) D4.5 WIRE (2) No.4 1164 1763 1578 1578 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 1 1409 1409 1 1188 1267 9'4" 1 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 I 1000 1000 1 686 903 A R C H I T E C T S 4GDesign Groupylnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FBD'V* & LOT: NGTON ERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT: STATE OF FLORIDA SEP 2 DAT:\�,9 /24/18 SC4;LE: 1/4"=1'-0" 5E OF 9 2 x 12 (•2 GYP) ,/16' OSB (TYP.) NAIL (3) 12d a &'-8' O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER CONNECTOR SC EDJbE CONTROL DATE: 01-01-15 MAXIMUM HEADER SPAN (ft.) SIMPS0N USP 8'-0. U.N.O. DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER NUMBER OF HEADER STUDS MET A-!6 r0 HTA 16-13 1400 (1) Od x I In' I -PLT, (a)!ad z -PLT, 0J5P: (!D)'ad X I Irz• - NO !6d OPTION) SUPPORTING END OF HEADER (2) 1=TA-!6 i9D0 (2) HTA !6-13 2-1- (10)!Od x 1 In' I -FLY, (U5P: (!a1 !Od x I IJ?') (Wad 2 -PLT (1:5F: NO !ad OPTION) :;ETA -!6 1310 HTA IS - (SJ lad x I/?' I -PLY, (3) !bd 2 -FLY GF: <!D) !ad x 1 N', NO !6d OPTION 1 HETA-20 1310 HTA 20 !615 (?)!Od x 1 In' I -PLT, (5)'ad 2 -FLY L -6P: (':a)!Dd x 1 In', NO 166 OPTION }. Ly 2035 (2) HETA-20 2500 (2) HTA-2D 3110 CO) !Od x I In' I -FLT U5P: 00) !Od x 1 In' 02J'6d ?-PLY (U5P: NO'6d OPTION) z Q LST -2 2'.59 LUGT-2?15 (l) - 1/4' x 2 1/4' TITEN, 2 FLY (U5P: ELi< (5)1/:' W3, 'J.00D (!6) lad in D=TAL-20 2439 NO U5P CONVERSION FOR 51MFSON DETAL-20 (13) - !Od x 1 In, 1 FLT MGT 3965 MUG -T 4DD0 (I) 5,6' _-T.R. IN HIGH 5TRENGTH EPDXY (MIN. 12' EMEED), (22) lad TO 'lOOD ('J5F: (23) !ad TO'LOOD) io9_ HST -3: !0530 LGT3-5D52.5 3-0 5 1210 PARAL __ TO JA_L LT-'?- ERFENDICU_AR TO WALL HUGT-2 -_ - 41Y_T-3 3365 LUGT-3 5330 _PTA aa5 (2) 3/4' A.T.R. IN HIGH 5TRENGTH EPDXY (MN. 12' EMeaw,, (!6) lad TO 'JOOD ('JSP: _1000 (3) lad) (2)B14' A.TR IN HIGH 5TRENGTH EFOXY (MIN. !z' EM3ED), (!6) lad TO'JOOD (12) 5D5 1/4'x2 In' TO ORDER, (4) 3/6' x 5' TITEN IND TO L'ALL (U5P: CONC. (4) 3/3' X 5' )EDGE 3OLT,OOD (!2) W525i r.0) IOd x I -I!'• (J3P. (10) Od x I I/2' IGT 4340 NO U6F CONVERVON FOR 61MF50N VGT (I) 5/3' ATR IN HGH 5TRENGTH EPDXY (MIN. 2 M _D), (,al -5D5 1/4'X3' i0 WOOD (2) IST 1.35 NO ..SP CONY=R61CN FOR 51Mr5ON IV VGT) (2) a/3' ATR IN HIGH STR=VGTH EFOXT (MIN r =D), (32).5D5 1/4'X3' /2 FLY MTS- 2 1000 MTU 2 Eav (1 4) loci x 1 In. (J5F (1 4) Od x I In',(14)'¢d) Ml EO HTW ib 669 C ) IDd x I In' (U5P (6) Od x 1 I/2 (W lad) HT5-20 1,50 ..PJ 20 2045 (2 ) a x 1 In' (J5P f2,) lod x I Irz (0)!adJ HTa 24 I4a0 24 2045 W1).. (24) d x 1 In' (J5P (2 4) :Od x I la', (20) d) L 6TA 2 325 _STA !? ?FO CO) ad 15P Co) IOd _5TA-13 : 1?35 _5TA 3 1369 (4) IDd u5F. (+) lad M57A-13 : I3:6 M5TA-13 135 (14) IOd U5P: (14) lOd M6TA-24 M5TA-24 1'150 (!3) lad 116p;(!8) lad d 1ETA-30 :: 2050 M5TA-30 2140 (22) IOd U5P: (22) :Od - CM5TA-36 2x50 MSTA-36 2526 (2a) Od U5P: (26)IOd 'r MSTI ,6 3899 16TI 236 3090 l36) IDd x I In' J5F: (36) lad x 11/2' MSTI-45 3x65 Kt51 ?43 '�-D (43) IOd x I In' LIEF: (43) !Od , 1 In' 0 950 LFT.- 1595 (3) 3d TO FLATE5, (3) 3d TO STUDS ('J5F: (!6) 3d x I In', (!6) 371 5F4 333 5PT 4 945 (6) !Id x I In' TO STUDS U5P: (6) lad x I In' TO 5TUD5 A34 335 I 3 4!D P + !4) 3d x Irz' TO 5EA-1 (4) ad x III TO F05T. : (4) 3d x 1 In' TO SEAM (4) 3d x I In' TO FOST. .. L'oP , HCP? 645 HHGF 2 1010 (12) !Od x 1 In' J5F: (!0) !ad x I In' TO TRJS5, 00) !Od X I In' TO PLATE HIDA 349 RT !6A 2130 (13110d x I In' U5P: (a) Od x I In' TO TRU--S, (a) 10d X I In' TO PLATE 'IGT 4 HD'JS rob FHD SA -535 (16,' -BOB 1 3' T (!0) -SDS 1/4',2 Ia' W1 THREAD=D ROD,(2) N'JTSAJA6HERa FLY D /4 x O WOOD U5P: 5/E' ATR M.N. l' EM3cD 6=T .N H:CH 6TicNGTH EPDXY, (!D) WSJ 'WOOD 6CcW5 4 H. lE IGT +349 D - 1!a TDX Ia a (!6)-5D 6 114'.3- TO WOOD (3)-3/4' STUD 50-_T5 'J/ THR=AD=D ROD (2) N"JT5�JA51 _ —,FLY U5P: l/3' ATR MIK l' EMEED SET IN HIO:; STRENGTH EPDXY. (4) l/3' THRJ-301 T6 AEU 44 2200 'a6'o5 PAU 44 2535 6113 (I) 5/5' ATR IN HiOl, 5TRENGTH EPDXY, (MIN. I' EMBED) M CON'S., (12)!64 TO WOOD U5P• 5AM.E AS 51MFS0N A3J a 2300 !2900 PAU 66 2535 ,3515 (" E/3' ATR IN H41H 5TRaNGTHI =FOXY, (MIN. l M3=D) N CONC, OVad TO')COD U -'E A5 S MPaOV .3' LTt19 ,D T _ 5 9 !120 /l) 3/4' ATR V T _NGTn =FORT (MIN. l M3ED/ N ON.. (3) Dd O JGDD _ !, F -A 5 5IMF60N IL QT LTT.v3 5aa LT6 223 I10- () In3IN 5TRENGTH = OXT (MY l 3_DJ IN ON , (Glad TO WOOD J5P: /4' ATR MIN l' =M3ED SET IN HIGH STRENGTH EPDXY, (10) Od, (.D)!Od x I V2',? -In' Q HTT4 ++E3 HTT45 4465 lU 5/3• A.TR IN HIGH 5TRENGTH =FOXY -N. V EMEED,) :N GONG, (IB) 6D^'a X I In' (16P: l2DJ !6d X 2-1/2•) - -E NAZI G TION5: (201 !Dd (2a) !Dd x I -In' (20) !6d x 2 In' 'J= P HAa MGc : _ P , L Q n'iTa aD?O HTT45 X430 - PTH - O' Y (MIN. l = IN CONC 2,S) 6d X 2 In' (J5P (20)'6d (I) a/3• AT V HIGH T Ns �- .( -3_D) UWHAS MORE IL OPTIONS (23).Do, (28) '.a 1 Irz', (20) 6d x 2 In' HHDGII-5D5 2,51 11410 '.FHD II ZDEO (I)1• Ai- HfGA 5TFENGT1 EPDXY, 111N. D• J IN CONO, (24) aD5 <' x :%' JO'YJ 3C l (ISP. <24) v63 AOD 6CRz_51 HD'.3oc+, -TD-. 10 Pilo (1) 1/3' A3. IN TRENSTH ^FOXY, (MIN, l f 3HDd IN CONS, (3) 3/4' STUD 5OLT& TO WOOD (J5F: (4) 1/3' E01 T5) MEHA 3� AU5 34 0339 :�-rF13�X!2'-1 3!65 1.3D 5 MF60N. (V 3/4 T IN HGH 5IRZIGTH EPDXY (MIN. 6.15- =ME=Df E Tl IN MJ TOP. (I) 3/4' A.TR V HIGH 5 T EPDXY, (M K V DM_NT) IN CMJ. FACE (.37 d T E_AM „5P. ru Im J 3O T JJ M N MUM D. 4 NOT 5 TH - + FROM EDC- CONO 'J/ 3/4' DIA ITJ RA~�ET:F=DH D DYN EOLT ANS GR OR EO J/ MIN. aMEED =PTA N51A-L=D N THE FACE. ('4) 2d ,T JO T � LJ Q` 2669 (FLR) 3 HU5C4a (WOOD) ,535 32'05 (ROGFI 2530 (FLIP) HI.5412F 3x50 3225 (ROOF) (10)'6d TO HEADER (.0) !6d TO WOOD USF. 5A E A3 51MF50N z HUC4!a (CMU) !3!0 3235 H 1-10 iF ?D5 3115 (I6) 1/4' x 2-3/4' TITEN (5 F=R F! ANC -E) TO GM'J, (10)!Od TO 'IUD- (U5P: (!3) 1/4' x 3'L53 5GREWa, (10) lad TO WOOD. = HUG2!D-2 (CMU) !3!D 5265 HD2!0-?1-F 1325 3113 (131 I/4' x 2-3/4' TITEN (9 PER F! AVG -EJ TO CMU, (10) !Od TO WOOD: (USF: (!3J I/� x 3'J53 SCRE'J5, (!D) !Od TO WOOD H=210-3 (CMU) 1310 4990 HD21a-31F I9D5 3113 (18) I/4' x 2-3/4' T1T=N /9 FER FLANGE) TO CMU, (ID) hJd TO -100D. 0-15P. (I8l I/, x 3'W53 SCRE', (10) IOd TO WOOD IJM26-2-5OS !430 -_ NO'.6P C'.JN'/ERSIGN FGR 61YP50N LC��M26-2-696 (4) 3/3' x TITEN HD ANCHCR5 (2 FER FLANGE) TO SM'J, (4) I/.'• is ? In' 5D5 5C ='_5 TO' -I __ IGH 5TRENGTH FOXY - aIMF5ON 5=T =r OXY -TI=' CONTACT T,== ARCHIT= _ N IN _R IF RECORD FOR RITt=V Ar OJ _ FR!GR TO d�E5TIPJTING FOR 51MILAR =FOXY FROD'JCTS OR UBF - CIA ADH=a1 EFOXY Aa, :1CR1 Y T_M5 -HES AN.. aR aleaDMENT 15 GREATER THAN l' DEEP, Tr E VERTICAL C___ IN CIA. WALI MJ5T 3E FILLED 60_ID _( _�O'JT. + !Dd COMMON NA!LS GAV 3= 51-E5TITUTED WITH !ad x I In' NA!L5 iN CONJUNCTION 'WITH A 23% REDUCTION IN THE A! LOJA3LE LOAD. !:RITTEN AFFROVAL FROM THE ARCHITECT 15 REO'JI)R-D FOR THI5 APPLICATION PRIOR TO INSTALLATION. V) ,.. : MINIMUM E_ EEDMENT INTO TH= TOP OF A 30ND3=AM WILL 3E 5', MINIMUM cY:EEDMENT INTO THE FdJ-ATION WILL EE l' W 1- A.T.R. 4 A-301 ALL THREAD ROD (51ZE, PROTECTION TYFE, LENGTH, ETC. VARI'E6) O3=DAU5= OF THE WIDE VARIETY OF MATERIAL5, L -ATI -5, AND CONDIVON'5 THAT MAY AFFECT GONNEGTGR5, THE CONTRACTOR M.'J5T 3E RE5FON5131L FOR MAKNG SURE THAT THE PROPER CORROSION FIROTECTION I5 L'5ED. 'JHEN U51NG- 5TA1NLE55 5TE5L SONNEGTG4-15, 'JS -cTAINLE55 STEEL FA5TENER5. 'DHEN ')SING ?MAX / HDG GALVANIZED DONNE- TGR5, 'J5E -A&TE-ER5 GAL-NIZED PER A57M =153 1:5= OF P N5 ON .-d-: WILL E= EVA_JAT D ON AN INDIVIDUAL _A515 AVD MUaT HA/- -BITTEN A-rROVA_ FROM T. -E ARCHT T N -EE OF RE -ORD PRIOR TO UBE. AL -__c TOR VA_.._a E..S_D ON 511 IF5014 'ROOD CON5TRUCTION COi N=CTOR5 C 29.3' ,'n IGH J'ND ,ZESIoTANT CON5TJRUCTION C H_'O9, AND 4 F_' 5T_N N_ oYST=^i5 FOR CONCRETE 4 MA3-RY CATALOG 0... 2 x 12 (•2 GYP) ,/16' OSB (TYP.) NAIL (3) 12d a &'-8' O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REaUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. U.N.O. 4' -II 1/2' 1,-11 1/2- AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRG, HEIGHTS 8'-8''BRG. 13'-4' BRS. LOAD BRG.WALL NON -ERG, WALL SECURE TO PT 6x6 POST UJ/ (2) META -24 POST TO II (2) IJXII' 2.OE LVL° CJ2 SLAB WIASU-66 CJ2 loll IT (2-TYP) CJ4 y/ II II II II \Q CJ4 lll� to w 1111 ==0 F01 n — — IIII —#'t 11111 I IX XII I NUG -410- - - - - - - - F02 u� 0 0 00 luil - - - HUC-410 � Ilul _ e _. � J � � � � 0 � I^ � � IEEE----------� __- -_- ------ - _ - L tL u u n- LL LL 03 I 3 F • 1 I I II II II II II II II ill II II II 11 II I _ IF 1 I I II II II II II IIB IIS IIB 110 IIB Ile IIB IIB 01 � L l r Ir r Ir r r LLl II II II II II II II II 111 II II 11 II II I I II 11 II II II II II II 111 II II II II II I - 1 II I II II II II II SII II 11 ill U --SII II II II I _ - I I I II I I I I I 1 ■. I II II II 11 � II II II fl II II II II II I 4 II I II I I II II I I I II N I I II II II II O II II II 111 II IIII II II II I F -- I 11 it oNll I li l I I -� I I I I I I 110- (3 11 11 11 1t11 _j_j 'f I I I I I I I II II � _ _ J I II I II _ I FL05G F_LF, I I I I Q� 1 1 I I I I/ / I I I I I I 11 I I I I I- �C II II rl I I I I I II I II II II IIS/ � 11 1C 11 11 II II II 11 11 1 It LSU) 11 II II YI II II Al ■ - - - - - FL04 FG2, RLTSO DB FL03 ATTACH (2) 2X8 BM STUD UJ/ I TRUSS TO 4x4 POST ■1 WW2) MT5-12. POST TO SLAB HTT-4 TO FRAME W (2) MTS -12 2) MT5-12 I _ - _ - - - _ = FLO3 _ I T_— 7 (3) 2x8 HDR lU/ DBL. STUDS ATTACH (2) 2X8 BM I UNDER HEADER TO CMU LU (2) MTSM-12 = _ _ _ _ _ = pL(p3 (2) 2X8 SEAM I = _ _ _- FLO3 w 4X4 DBL z POST STUD ! _ n -- D6H1 11- - - - _ _ - - FL02 -- DBL STUD FLOI FL01 ZI■ u u u 1■ I ■� Q 9 NO FL01 I— I r 1 - - - - - - - - - it FLOI S l D6 l------------ ----------- ------------------------------------------ 1(2) META -16 I _ _ _ _ _ _ _ -- ]-- 901 (2) META -16 7 T T it u u u u u u u u u u 1 II I I I I I II II r-VJ-+-LIF1FF1L w \ 0 0 s s 0 w FIRST FLOOR FRAMING PLAN SCALE: 1/4 = 1'-0' A R C H IT E C T S ®eso Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � I�IN SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA sy 2 DATI:\,�9/2 4 /16 SC /ALE: 1/4"=1'-0" SHEET Or 9 2 x 12 (•2 5YF) l/16' 055 (TYR) NAIL (3) 12d IV 6'-S' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) O N \� C T O Y C H E D U E CONTROL DATE: Ol. al -:5 CONNECTOR 5'-0' TO SIMPSON UN.O. 4' -II 1/2' USP AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER NUMBER OF PULL LENGTH STUDS 'ETA = 6 1450 HTA !&-16 1400 (1) 1Od x I IR' 1 -PLY, ('a) !Sd 2 -PLT, (U5P; (V.) Id X 1 I2' - NO 16d OPTION) (2) META -!6 IE35 ISO. (1) HTA !6-13 2200 (IO) 104 x 12' -PLY, (U5P: (1D) !DOG x 112') (14)16d 2 -FLY (U5P: NO !6d OPTION) HETA-'6 181. HTA IBIS (S)Pd x 1 112' I -PLT, (8) !6d 2 -PLY U5P: (10) !Od x I la-, NO !ba OPTION ;:ETA -2O IdID HTA 20 ;615 (S) !2d x I I/2' I -FLY, (81 !61 2 -FLY U5P; (10) 12d x I IR', NO'6d OPTION } z (2) HEia-2. 2035 ZSaO (v HTA -20 Bra (10) Cd x 1 IR' I -PLY U5P, (10) IOd x I Ili' 02)!od 2 -PLY (USP: NO'6d OPTION) Q LG -T-2 2150 l.GT-2 19':5 (T) - I/4' x 2 1/4' TITEN, 2 PLY (U5P: BILK (5)1/4' LE, -:00D 06) 11-d (n DETAL-20 24-"O NO L'SF-VERSION FOR SIMF50N PBT -AL -2O (!3) - !.d rt 1 IR, I FLY MGT 3365 MIY T 4000 (I1 5/3' ATR IN HIGH STRENGTH EPDXY (MIN. !2' EMBED), (22) !Od TO '_1110D (U5P: (28) IDd TO "ACD) HGT-2 10929 H'YT-2 B, 5 (2) 3/4' _-.TR,N HIGH 5TRENGTH EFOXY (MIN. 12' EMEED), (!6) IDd TO ILOOD (USF: WOOD (3) !od) �III�I HGT-3 !.530 HUGT-3 33'c5 (2) 3/4' A.TR IN HIGH 5T1`z-NGTH EPDXY (MIN. 12' Ef Ea W,, (16) 104 TO LLOOD (u6P: 'SOD (3) IOd) LGT3-5D52.3 32&5 LUGT-S 5330 (12) BOB I/4W I/2' TO GHRDER (4) 3/5' rt TITEN HD TO WALL (USF; CONC. (4) 313' X WEDGE BOLT,'AOD (!2)'1'325: LT'2 !2I. PARALLEL TO 'WALL 425 FERFENDICULAR TO WALL LPTA 1555 (0)Cd x -L?' (U5P: (10) Od x 1 I/2' "GT 4940 NO U5P CONVERSION FOR 51VFBON VG -T (V 5/3' _'TR IN HIGH 5TRENGTH EPDXY (MIN. !2' EMBED), ('61-SD5 1/4 -XV TO SOD (2)',GT 1!55 NO USP CONVERSION FGR SIMPSON (2) VG -T) (2) 5/5' A.T.R. IN HIGH STRENGTH EFOXY (MIN. 12' EMBED), (32)-505 114'X3' / 2 PLY MTS -12 !.00 MI 12 5Z5 (14) ICd x I IR' (USP: (14) IDd rt I IR', (14)!od) HTS -'6 1150 HT':1 Ib !bbo (!6) !pd x I Ill' (U5P: (!61!04 x 1 I/2', (16)!04) HT5-20 1450 HT' 20 2045 (24) !DOG z 1 1/2' NSF: (24) lad rt 1 Ill', (2a) IDd) -5-24 145. HT'W 24 2045 (24)!.,A x 112' (USF: (24) !Od x I IR', (?Dl !241 _STA -!2 :: 525 _5TA !2 ala NO) old 'J5F: (lo)!2d _5T_- 5 1235 _5TA 13 !360 (14) lad U5P: (14) lOd MSTA-!5 : 13'15 15TA-18 13'.5 (14)124 USF: (14)!.d V) META -24 1640 15TA-24 1150 (!3) 101 USF: (!3) IDd MoTA-3a :: 2050 M5TA-30 2142 (22) lOd U5P: (22) 10d M.STA-3b + 2050 MSTA-36 -- - (26)104 U5P: (26) IOa H M5TI-36 3520 K5TI 236 3.SO (36) Ica x 1 1/2' U5P: (3671.d x 112' V) 115TI-487 KT51 248 4250 (42) IOd x I Ill' U5P; (43) ICd x 1 Ill' 350 !FTA 6- - (3) 3d TO PLATES, (5) 8d TO STLDS (U5P: (lo) 2d x I IR', (!'a) 3d) BF, 385 5PT S - (6) lOd x I IR' TO STUDS 'JSP: (61 'Od x I IR' TO 5PJD5 A34 3S5 MP 34 41. (4) 3d x 1 12' TO BEAM, (4) 3d x I VZ' TO FOST. USF: (4) Sd x I In' TO BEAM, (4) 3d x I IR' TO POST. - HHCP 2 !01. (2) Ipd z I In. U5F; (I0) IDd x I In' TO TRJS5, (1p) !Od X 1 12' TO FLATE H!DA. 1340 RT !'aA 2130 CaPod x 1 IR' 'JSP: (3) !Zd x 1 In' TO TRJ55, (3) !Od X I Ill' TO PLATE VGT i HDU4 +SaS FHD 4A 4535 (!6)-503 114'.B' TO WOOD, ('0)-SD5 1/4`1 Ill' U1 THREADED ROD, (2) NUT5PI PLY USF: 5/3' ATR MIN. l' EM ED SET IN HIGH STRENGTH EFOXY, (Ip) W'S!I'_OOD S '_ - VG -T i VDT34?4a TEX 1. 5112 (!6/-505 114`rt3' TO ILOOD, (3:-3/4' STUD BOLTS Al iFiREACED ROD, (?) NUTS/'WAS�ER/2PL Y 'JSF: 113' ATR MIN. I' EMBED SET iN H.GH 3TR=NGTH EPDXY. (4) 1/3' T: FRJ-F OLT5 ABU 44 2200 - PA'U 44 2535 SllS (1)3/5' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBIEDJ NON CC, (121 !Sd WOOD OOD USF: 6AME AS SIMPSON A3'J 'ob 23oa '2000 F}'J 6'0 ?535 !3315 (115/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I- _M__DJ IN CONC, (2T6d TO 'WOaD USF: SAME AS SIMPSON U) LTNS :: 1340 LT6 I9 1205 (1) 3/4' A.T.R. iN HIGH 5TR=`GTH EFOXY, (MIN. l' FNEEDJ iN CONC., (31124 TO UOOD USP: SAME AS SIMF50N O LTT225 a.: 1500 ! TS 223 I!.5 (1) 12' A.T,R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN 10) (10)104':COD U5P: 3/4' ATR MIN l' EMEED SET .N '.i;GH STRENGTH EPDXY,, ( (ID) IOd, (0)!0. 4 x I IR',? -IR' = 0 Z HTT4 4455 HTT45 4465 (1) 5/5' AT.R .N HIGH STIRENGTH EFOXY (MiN l' EMBED,) IN GONG., (18) SV^O X 112' ('JSF; (20) 61 X USP HAS MCR- NAIL OPT I015: <221 :Gd, (?O)1.'1 x 1-V2', (2.) !6d x 2 V?' Q :+iT> >2'D nTT4� 5432 (U 5/'3' ATR IN HIGH TR N i OXT (MIN. l HD) IN ON (261. d X V2' (USP; (20)!6d X 2-1a.) ..SP HA6 MG NA. OPTION 1 3) ..4 1231 d I llt', /2D) 1 2 1/2 HHDOII-SDS I.P..D II 2032 (V 1- AT. -N H T .STH Y `1 N 2 DJ IN CON (2 4) DS 2a I J S 0..5F, (2 4) 3 1'(JOD 5Y 15) HE' E TDX 0 51!0 (1) 1/3 A.E.IN HIGH 5TFEiNGTH O T (M V, l MBED) IN CONC, (3) 3/ T D 50LT5 TO JOOD (UJP; (+) li3' 50_T5) (n `BHA 336/11.5 3475 5330 NPI"135XI2U 3'63 ISO 5 MrSON: (Il 3/4' ATR N HIGH 5Tc\GTH =FOXY, (M N. 6. _ .._OME WIN CMJ. TOP, (1) 31, ATR IN HNH STRENGTH EPDXY, (MIN 6.S EMEEDM_NT) IN CM -J. FACE, lISrDd TO EEAM 'J5P: (1) V2' J -EO! EO -_T MINIMUM 6: EMEED. t NOT LE55 THAV +" FROM EDGE G CaNC W/ 3/4' DIA 11W R:S15ETiIcE J'j=E D DYNA BOLT SLLL /E ANCHOR GR O'W/ MIN EMEED DEFTH INSTALLED N THE FACE. T -T W U - +!2 (1'000) 3635 2660 (FLR) 3265 (ROOF) HU54!2IF 2530 (FLR) 3.60 3225 (ROOF) (!O/ !bd TO HE- (Ia)!6d TO'AOD USP: SAME A5 51MP50N z HUC4'a (CM'J7 .3!0 5235 HD410 IF I?a5 31-.5 (18) I/4' z 2-3/4' TITEN (5 FER FLANGE) TO CMU, (Ip) !pd TO WOOD: NSF: (!e) I/, x 3' W53 SGREW5, 0.)'ad TO 'WOOD. = HUC2!D-2 (CMU) 1&10 5235 HID 0-2iF IW -5 3115 (18) 1/4' x 2-3/4' TITEN (5 PER FLANGE) TO GM'J, (10) !ad TO WOOD: (U5P: CS) 1/4' x 3'W53 SCREWS, (I.) !Od TO'WO HUG20-3 (CMU) 1310 4Z.. HCVC_3iF 1ED5 3115 (1511/4' x 2-3/4' TITEN (8 FER FLANGE) TO CMU, (10) Od TO 'WOOD: (115F: (!3) I/4' x 3' W53 5CREW5, (10) !Od TO 'WOOD LGUM26-2.5D5 1430 55'S NO U5P CONVERSION FOR 51MF5ON I -6-2-SO5 (4) 3/3' x 4' TITEN HD ANCHGRo (2 FER FLANGEI TO CMU, (4) 114' X 2 Ill' SOS SCREWS TO WOOD H STRENGTH EPDXY = 51M'50N ANCHGRI\L SYS =M5. '5ET EPDXY-TIE'. CONTACT THE ARCHITECT:ENGINEER OF RECORD FOR I:RITTEN AFFROYAL FR!OR TO 5_ESTITUT,NG FOR SIMILAR EPDXY FRODUCi5 GR U5P - CIA ADHE51/E _SERE ANCHOR EMBEDMENT 15 GREATER THAN V DEEF, THE VERTICAL CELL IN CriJ. WALL MUST EE FILLED SOLID 'u/ G-ROJT. Od COMMON NAILS CAN 5E S.:E5TYUTED =RICK To INSr}uarlau. WITH 121 x I IR' NAI1 5 IN CONJUNCTION 'LITH A 2- R=DUCTION IN THE ALLOWASI LOAD. WRITTEN AFFROVAL FROM THE ARCHITECT 13 RECfliD FOR THIS APPLICATION !n MINIMUM EMBEDMENT INTO THE TOP OF A EONDEEAM WILL 5E 5, MINIMUM EMEEDMENT INTO THE FOUNDATION W!LL BE l' W r 0 ATR =."..301 ALL THREAD ROD (SIZE, FROTEOT!ON TYPE, LENGTH, ETC. VAR!_=) z= 5E OF THE WIDE B,_= 5 SED. VARIETT OF MATERIALS, LOOATIONS, _-\P CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIF LE FGR MAKING SERE THAT THE FRGFLR CCRRO510N PROTECTION .;HEN U51NG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FA5TENER5. WHEN USING ZMAX / PEG GALVANIZED CONNEOTGR5, USE FA5TENER5 GALVANIZED FER A5TM-A153 _ OF EXPANSION ANCHORS WILL EE EVALUATED ON AN INDIVIDUAL EA515 AND MUST HAVE WRITTEN AFFROVAL FROM THE ARCHITECTi GINEER OF RECORD FRIOR TO USE. _L CONNECTOR `JALUE5 EASED ON SIMPSON "NOD C1115T.1-OTION CONNECTORS 0-2013' , 'H!GH 'W:ND-RE515TANT CON5TFIICTION C-H'1a9, AND ANCHORING ( FASTENING ST5iEM5 FGR CONGRCTE ( MASONRY CATALOG -- 2 x 12 (•2 5YF) l/16' 055 (TYR) NAIL (3) 12d IV 6'-S' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0' UN.O. 4' -II 1/2' l' -II 1/2' AND UP NUMBER OF HEADER STUDS 5UFFORTING END OF HEADER 1 2 3 NUMBER OF PULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE DBL. STUD TRUSS TO (2) 2x8 D5L STUDS UJ/ HTS -16 --------------------- LINE OF 15T FLR- 5ELOW I I I I i I I I I I I I I I I I r r r r r 7? m ? { 0 u I I 4 I D5 I DBL- I LINE OF 15T _ $T_UD FLR- SEL-OUJ CJ5 CJ3 Cil I I I I I I I I LINE OF IST FLR BELOW L------------------------------- SE C 0 ______________JSECS D FLu0R )ROOF FIRMING PLAN SCALE: 1/4 = 1'-0' r - , A R C H I T E C T S Des�n Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III�I �Y000i1i0G � svHDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT: R2065.105/00002 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA sy 2 DATE. 9/24/18 SCA SH#ET 7 or 9 EXTE PRE-ENGINI STRAPPING PER F PRECAS P.T. Ix2 W1 I` ENTRY SECTION DETAIL SCALE: 3/4'=]'-O' 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIM5ER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRUSS 5ECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL A R C H IT E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.a bdesi gngro u p.co m AA #:0003325 r � �numm SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: ENTRY SECTION DETAIL ARCHITECT STATE OF FLORIDA SEP 2 6 DATA: 9/24/18 S C /'LE: 1/4"=l' -O" SHEET 0 OF 9 i LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL DEFINITION LOAD INFORMATION VA 2421 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,263 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. SUBTOTAL OF GENERAL LOAD 48,509 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 38,509 VA x (4) 15,404 TOTAL NET GENERAL LOAD 25,404 3.5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 TYFE) 5 -KW ELECTRIC HEAT 5000 VA x (65%) 3250 r}� EXTERIOR NET GENERAL LOAD 25,404 NET TOTAL HEAT 10,450 TOTAL LOAD 35,854 CALCULATED LOAD FOR SERVICE $3 35,854 VA / 240 V= 149.39 200 AMP SERVICE 3-U AT OF£RATILN TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200 -240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEi (120240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER (3) " 1 THHN/THU.N COPPER CONDUCTORS, (1) M 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP COMBO 120240 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX CABLE / TV WEATHER PROOF BOX FIRST FLOOR ELECTRICAL SCALE: 1/4 = V-0' 20 AMP ET FOR tVE METER, VERIFY LOC. ELECTRICAL LEGEND SYMBOL DEFINITION NOTE5 110Y OUTLETEQUIFFED SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS � GRADELINE 110V FLOOR 200 4I-}� ELECT�IC,4L�IeER PROVIDE NCOPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND OUTLET COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC 15 USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CUTLET CABLE / TV WEATHER PROOF BOX FIRST FLOOR ELECTRICAL SCALE: 1/4 = V-0' 20 AMP ET FOR tVE METER, VERIFY LOC. ELECTRICAL LEGEND SYMBOL DEFINITION NOTE5 110Y OUTLETEQUIFFED V GfdOD FALT NTMa4-TER (TA'P'ER FE518TANT TYFE) 110V FLOOR EaUIFFED V GR LM FALT ® OUTLET HTERPTER (TA'pER RE16TA4T TTM) 110V SWITCHED EMIPPED UV QRP.W FALT CUTLET NTERY'TER (TAMPER IENOTANT Tyn) 110V GFI MIFFED UV GROW FAJLT NTMPTER(TA'FER MiSTA1T OUTLET TYFE) 220V OUTLET 4 Un MMCTION r}� EXTERIOR G� WATERPROOF OUTLET $ SWITCH $3 SWITCH 3-U AT OF£RATILN $4 SWITCH 4-dAY OFERATICN $p DIMMER SWITCH (.� WALL MOUNTED LIGHT WALL SCONCE FRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FAN �( VENT FAN W/ jam( LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FUORESCENT WAr AROtM 2 FLUORESCENT 45' FLUORESCENT ® PANEL STRUCTURED WIRE PANEL own METER SMOKE BATT. DAM -LP UW W.WUFE DETECTOR NTEW10"CTED ® CARBON MONOXIDE BATr. BAg6{p W w,,V,uFe DETECTOR NTEFIX"CTED SMOKE / CARBON ® MONOXIDE eATteACKAFLV MFCWle NTEFrOtgCTED DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET © CEILING FAN / CEILNG BOX FELL FED TO BE aFFORreD NACCOFOAVCE uu LIGHT BOX MSD AS °JJGH FOR N6PECTICN CELNG BOX (EQJIF£D TO BE O J -BOX UPPORW N ACCOFVAWE IlV BOX MOW A.9 VZH FOR NWECT104 O SPEAKER FRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR CCND. DISCONNECT q -TVI TELEVISION JACK q EMERGENCY L� LIGHTIWj O DOOR CHIMES NOTE: -PHONE OUTLET6 4 TELEVISION JACK6 TO 5E DETERMINED BY BUILDER / HOMEOUINER -ALL RECEPTACLE& IN HABITABLE ROOMS ARE TO 5E ARC FAULT AND TAMPER RE515TANT TYPE A R C H IT E C TS Design �irou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SiJBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND r VERSION#01) ECT#: 5.105 00002 E: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA SEP 2 DAT;,E: `9,/24/18 SHEET 9 or 9 --------------------- LINE OF IST FLP, BELOW I I I I I I I I I I I I I I I I I I I I I I I I I I I I LINE OF 15T FLP, BELOW L I I I I I I I I I I I I I I LINE OF 15T FLR BELOW I L----------------------------- j SECOND FLOOR ELECTRICAL PLAN. SCALE: 1/4 = V-0' ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLETEQU PPED LV GRND FAULT MTERPiER (TNffER RESISTANT TYPE) 110V FLOOR EQUIPPED W CAOLM FAULT ® OUTLET NTERPTER(TAMPER RESISTANT TYFE) IIOV SWITCHED EMIPFED V GRaW FA1LT OUTLET MTERPTER(TAMPER RENOTANr TYPE) 'I 110V GFI EWIFF£D LLV GROM FA1LT NTERPTER (TAMPER RESISTANT ufJ OUTLET TYF£) III }ry 220V OUTLET 4 URE CGNECTION EXTERIOR WATERPROOF CUTLET SWITCH $3 SUIITCH 34WAY OPERATION �jSWITCH 4 4-1AT OPERATION $6 DIMMER SWITCH (� WALL MOUNTED 7 LIGHT WALL SCONCE PRE -WIRE y CEILING �.( MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FAN k( VENT FAN W/ j� LIGHT 24' LIGHT STRIP 48' LIGHT STRIP 0 FUORESCENT MUP ARCD 2 FLUORESCENT 48 FLUORESCENT ® PANEL STRUCTURED WIRE PANEL METER SMOKE BATT. RE DETECTOR c� ® CARBON MONOXIDE BATT. BACK -IP uv i:4 wfrz DETECTOR NrERcortgcTED ® SMOKE / CARBON BATT' BACK-UP oV HAFWRE MONOXIDE DETECTOR COMBO KTERrOWECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET © CEILING FAN / CEILW. BOX REMISED TO BE UPPORrED N ACCORDANCE IIV LIGHT BOX MARKED AS SUCH FOR NOFE nOR CEILW. BOX REHIRED TO BE O J•BOX SLPPORIED N ACCORDANCE LLV BOX MARKED AS SUCH FOR FhPECTION O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER NEATER DISCONNECT AIR GOND. DISCONNECT TELEYISION JACK EMERGENCY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOUJNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE A R C H I T E C T S Design GrouV-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA SEP,ZA 2010 DAT)E: 9/24/16 It SOLE: SHEET 9o1 OF9 r SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: — NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER TO PLUMB JAMS. TO PLUMB JAMS. SECTION P905 OF THE FBCR, RE -ENGINEERED I, ° oTH EDITION (2011) GABLE ROOF TRU55 ❑ DO NOT EXCEED 4 ❑ DO NOT EXCEED 4 a" CMU BLOCK 8" CMU BLOCK OVER ROOF S,�ATNING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES DRYWALL WINDOW/DOOR JAMB r E AT FIRST l?) BAYS '" � ?° DRYWALL METHOD PER 'NAILING SCHEDULE" —� (4'-0" O,C. a SHEATHING SEAMS) P.T. Ix4 or 4"x4" MIN. Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4°x4' MIN. \ (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMS 3LOCKING 1x4 or Ix2 P.T. NAILER BLOCKIT TNG FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENTS DOOR CASING FASTENER SCHEDULE FOR ATTACHMENTCSCHED V L� 2xo 5U5 -BAN DOOR CASING 5TIFF5ACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOP, JAMB / WINDOW OVER 4 -10 NIGH MEMBER w/ l2) IZd NAILS 8° FROM TEXTURED CEMENTITIOU5 COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING 5 3 (AS PER TRU55 ENGINEERING) EACH END and a la° O.C. MAX P.T. Ix4 or 4"x4" MIN: (PER ASTM C92o) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED �-�-p SECURE P.T. 2x8 TO BLOCK w/y" x 9° (1) - TAPCCN (MIN. -EMBEDMENT I - ) 2 -LAYER WATER RE515TANT BARRIER, OVER PER PLS ANCHOR BOLT w/ 2° WASHER, SET IN (O = 4" SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (-{-y4 Or { � � WINDOW TO BLOCK (+3) a" FROM EACH END and � IS" O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT: (o' MIN. EMBEDMENT a 32' O.G. MAX) or METHOD PER "NAILING SCHEDULE" DOOR JAMB TO BLOCK (+�4 DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, a" FROM EACH END and ^� ^^^ la° O.C. MAX SECURE GABLE TO 2xa P.T. PLATE � 4A scaLE: r=r•m' 4E scAL E: r=r-o' MIN. SHANK SIZE .145 w/ 126 NAILS a' O.G. MAX ) MIN. HEAD SIZE .300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I WA2 f TRUSS w/ (2) 12d NAILS 4 PLASTIC OR METAL WEEP SCREEE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: 2° TEXTURED GEMENTITIOUS 1 or 10'-0' O.C. MAX L21 SHIM AS NEEDED Llj SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM I ATT OR BLOWN IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 16' TAPCON C92o) OVER CM'S-; - (R -VALUE PER ENERGY GALC5) 11DoNOT ExCEED 4° 11p0 NOT EXCEED 4" (MIN. EMBEDMENT 1") 8" FROM EACH I" 8" CMU BLOCK END and a 1V O.C, MAX 2 a GYPSUM BOARD OR HIGH STRENGTH a" CMU BLOCK i, or CEILING BOARD 2 DRYWALL z DRYWALL ONO. FILLED U -BLOCK w/ (I) #5 P.T. 2x (I) DRIVE PIN, a" FROM EACH END and I BLOCK WALL SECTION - GABLE ROOF (sEF WwpoW/DooRJAM3 31LoccIN6 Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4"x4' MIN. Ix4 or Ix? P.T. NAILER ala° O.G. MAX SINGLE STGRY SCALE: 0. CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT) DOOR CASING (SEE WINDOW/DOOR JAMB 5LOCKING o' OSB (4' WIDE MIN.) MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENT) - MIN. HEAD SIZE .3�(D DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS a' FROM DOOR JAMB /WINDOW MIN. EMBEDMENT 14 PER MFR'S SPECIFICATIONS EACH END and a la" O.C. MAX (ATTACHED TO BLOCKING OVER 130 FELT PAPER (OR APPROVED EQUAL) PER MFR'5 SPECIFICATIONS) P.T. 2xo: INSTALLED PER SECTION R905 OF THE FBCR,NOTE: SECURE TO BLOCK w/ (2) 16" TAPCON5 oTH 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 (+1 2) THROUGH NON-STRUCTURAL MEMBER Ox or Io" 055) END and a la" O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT w/ 1° TAPCON MIN. I i or METHOD PER 'NAILING SCHEDULE" 4B scaLE: r=r-m' 4 4" EMBEDMENT INTO BLOCK (2) DRIVE PINS, a° FROM EACH END and RE -ENGINEERED ROOF TRU55 a la' O.C. MAX EMBEDDED STRAP BATT OR 5LOWN-IN INSULATION WINDOW TO BLOCK (+3 16) MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 (PER PLAN (R -VALUE PER ENERGY CALCS)1�1NOTE: DOOR JAMB TO BLOCK (+3 16) MIN. EMBEDMENT 14° CY�� SHIM AS NEEDED 4F scaLE: r=r-o' TO PLUMB JAMB. METAL DRIP EDGE j DO NOT EXCEED 1' 3° GYPSUM BOARD OR' HIGH ❑ 4 P.T. 2xa: 2xo 5UB-BAN - STRENGTH CEILING BOARD a" CMU BLOCK 5ECURE TO BLOCK w/ (2)16" TAPCONS VENTED .oNC. FILLED u BLOCK w/ ;° DRYWALL NOTE: (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a la" O.G. MAX �R PLAN, (SEE WINDOWOOOR JAMS BLOCKING %� RECAST LINTEL i" TO PLUMB JAMB. or FASTENER 5CHEDuL E FOR ATTACHMENT a 056 (4' WIDE MIN.) I" (2) DRIVE PINS, a' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENTDOOR CASING ❑ DO NOT EXCEED 4 ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW a la" O.G. MAX (ATTACHED TO BLOCKING MIN. SHANK SIZE .145 SPECIFICATION a° CMU BLOCK j PER MFR'S 5PEGIFICATIONS Z° DRYWALL MIN. HEAD SIZE .300 w NOTE: P.T. Ix4 or 4"x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (sEE wlNDow/DocR JAMB 3LocKwG P.T. Ix (4" WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENTS-- II�� THROUGH NON STRUCTURAL MEMBER (Ix or - 055) POOR CASING P.T. (2) 2x4: 2g PRECAST OR POURED IN (R -`VALUE PER ENERGY CALCS) s° I, d SECURE 2nd 2x TO STRUCTURAL w/ 16 TAPGON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS a° FROM OCR JAMB / WINDOW SECURE TO BLOCK w/ (I) 4' TAPCON PLACE SILL (PER BLDR) ! EACH END and a la" O.C, MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") a" FROM EACH GYPSUM WALL BOARD I n 2' TEXTURED CEMENTITIOUS 1) 15 RE5AR VERTICALLY INWINDOW TO BLOCK (+I 1�6) PER MFR'S SPECIFICATIONS) E 'S ND and a la" O.G. MAX COATING MIN. (PER ASTM CONC. POURED DELL NOTE: C92o0 OVER CM(1) DRIVE PIN, 8" FROM EACH END and (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+I 1�6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED O.G. MAX a 18' a CMS F 4° P.T. FURRING STRIPS a lo" O.C. 4C scaL E: r=r o' THROUGH NON-STRUCTURAL MEMBER Ox or 055) MIN. SHANK SIZE .145 W/ 4" TAPGON MIN. 14" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 ---WOOD BASE MIN. EMBEDMENT 14° NOTE: WINDOW TO BLOCK (+3 16") ° SHIM A5 NEEDED TO PLUMB JAMB. O4GDOOR JAMB TO BLOCK (+3 16"') P.T. (2) 2xo: ONCRETE SLAB DO NOT EXCEED 4"SECURE TO BLOCK w/ (2J -' ° TAPCONS (SEE FOUNDATION PLAN FOR 51ZE scAL E: r=i'-m' 4 (MIN. EMBEDMENT 14") a" FROM EACH °. AND REINFORCEMENT) a' CMU BLOCK END and a la' O.C. MAX --EXTERIOR WALL FOOTING ?' DRYWALL or UPLIFT UP TO 1,115 Ib (SEE FOUNDATION PLAN FOR 51ZE P.T. 2x 1x4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8" FROM EACH END and �EE K WALL SECTION - HIP ROOF AND REINFORCEMENT) SIMP50N HT520 wl 110J 10d NAILS TO TRUSS 4 2 (sEE WINDOW/DooR JAMB BLocKING P.T. Ix (4° WIDE MIN.) 1-X2 I ala" O.G. MAX ORY SCALE: 3/4'4-m' FASTENER SCHEDULE FOR ATTACHMENT (4) 4 4° TAPCONS INTO BOND BEAM ------PRE-ENGINEERED MIN. SHANK 51ZE .145 DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS DOOR JAMB /WINDOW MIN. NEAR SIZE .300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT I" BATT INSULATION ADHERED TO CEILING 8" GYPSUM BOARD OR Z° HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM 4 50ARD (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD l2) SIMPSON NTSRU EACH SIDE OF TRUSS w/ NOTE: I �� I ° (10) 10d NAILS TO TRUSS 4 (4) 4X2 4 TAPGONS P.T. (2) 2xa: STRUCTURAL 2x MUST BE ON OUT5IDE 4 SECURED INTO 50ND SEAM THROUGH NON-STRUCTURAL MEMBER Ox or Iy' 055) (or EQUIVALENT INSTALLED PER MFR'5 SPECS SECURE TO BLOCK w/ (2) 4 TAF -CONS EMBEDMENT 14") 8 FROM EACH W/ 16° TAPCON MIN 14" INTO BLOCK EMBEDMENT " '" .. .. ......... :.E D an a 8' O.G. MAX TAPGONS MIN. or OPENING 22' x 30' MIN. �_WOOP CASING AT SIDE WINDOW TO BLOCK (+2 Y4")2' COVER (2) DRIVE PINS, a" FROM EACH END and ATTIC ACCESS 12° APART ala' o.c. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE: N.T.S. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP. MIN. HEAD SIZE .300 PER R801.1 OF THE F5CR 2011, oth EDITION BOARD (TYP) 4 D ScaLE: I'=r-o' 0 scALE: N.rs. MIN. EM5EDMENT 1 4" A R C H IT E C T S Design ioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 2 6 DAT�i 9-/24/18 SIC, EE: 1/4"=1'-0" SHEET D NAILING SCHEDULE SIZE HEAD LENGTH DIAMETER [TENSILE STRENGTH SHANK �I AND REINFORCEMENT), ° ° ° a - --INTERIOR SEARING WALL FOOTING rt a °� ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE a "I { —%--- O.G. MAX ONCRETE SLAB ° ° (SEE FOUNDATION PLAN FOR 51ZE - BUILDING LENGTH ROOF DIAPHRAGM - ASPHALT SHINGLE ROUND, MODIFIED ORT 2 %8" 131 2x L5W (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED %' 0.5.5. or %' CDX PLYWOOD - 8d RING SHANK GUN NAILS @ 4" O.C. � SUPPORTED PANEL (Io -20 RINGS ROOF SHEATHING LAYOUT AND ENDWALL(SEE LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 EDGES AND 8d RING SHANK GUN NAILS a o' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. AND REINFORCEMENT) PER INCH) ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4' O.C. EDGEWISE.—SECURE AND REINFORCEMENT) 2x TO CMU w/ (3)Y' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. iIlkiiiiiiiiii ANCHOR ANCHOR BOLT w/ 2" WASHER SET E3 LT -DOUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD NTERIOR BEARING WALL FOOTINn - IN SIMPSUSP NIGH w/ SIMPSON SP4 (USP SPT4) w/ 51MP50N 5P4 (USP SPT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6" MIN. a 32' O.G. MAX a 32' O.C. MAX L - EMBEDMENT) CDX EXTERIOR PLYWOOD or !%2' APA -RATED 0.5.5. (AS PER MANUFACTURER'S (L 2x 5TUD5 a 16" O.G. MAX 2 STUDS a lo" O.G. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4" O.C. a SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGE5 AND 8d RING SHANK GUN NAILS a o" O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. w LOCATED 0' FROM TOP AND •; 2x CONTINUOUS STRESS Zx CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.G. EDGEWISE. TOP CHORD BLOCKING 4" BOTTOM 4 (1) NEAR MID -CENTER BLOCKING a MID -WALL BLOCKING a MID WALL x4 BLOCKING AT AL PANE JOINTS WITHIN 4 -0" OF GAB GNP. 2 ^ L L LE O.C. MAX IN FIRST (2) FRAMING _ SPACES a EACH EN Lu V EXTERIOR WALL SHEATHING ' PRE-ENGINEERED TRU55 %' 0.5.5, or %' PLYWOOD or %" ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.G. or RAFTER 2" GYPSUM WALL BOARD2" GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 8d RING ROOF 5HEATHIN s-� IJ 'S RESAR VERTICALLY IN SECURE BOTTOM PLATE TO SEAS w/ SHANK GUN NAILS a o" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL / x 9 ANCHOR BOLT w/ 2 WASHER NOTE: RING SHANK GUN NAILS SHALL 5E PERMITTED AS AN ACCEPTABLE FASTENER FROM I o (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH ANY MANUFACTURER. EPDXY (OR EQUIVALENT) 6' o SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32° O.C. MAX REQUIREMENTS ONCRETE SLAB SLAB w/ (1) IOd GUT NAIL a STUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR 51ZE ' ONAIT 4)a 32" 1 1 &d RwSHANE GUN N� 4' ac.kX I kKIOK IUALL rUU I wci (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE T GP BOTTOM EDGDG ES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) T: AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT ^11 qI SCALE:3/4'=I'-ID' `tA SCALE:3/4'=I'-ID' h SCALE:3/4'=i'-ID' Z a) n C 8d RING SHANK GUN a NAILS o" O.C. IN FIELD �o PRE-ENGINEERED PRE-ENGINEERED w ROOF TRU55 ROOF TRU55 Q 4' -ID' MINIMUM OVERLAP FOR TOP PLATE SPLICE LH G a> � w SECURE TOP PLATES w/ !6d COMMON NAILS 9 4' O.G. 2-ROW5, STAG-GERED zrZ I TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING. o = (0.5.5. TO BE STRUCTURAL GRADE)OUBLE TOP PLATE TO STUD TOP PLATE w/ SIMPSON SP4 (USP 6PT4) z 2x WOOD or METAL STUDS a 32' O.G. MAX a 24" O.G. MAX L 8d RING SHANK GUN NAILS a 12" 2x CONTINUOUS 5 (NOT LOAD BEARING) BLOCKING a MID -WALL WALL O.G. IN FIELD 2x STUDS a lo" O.G. MAX lo or UNLESS NOTED OTHERWISE v a8d x 3" SCREW SHANK BALLISTIC �, NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS o 1 u " ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN o'-0" SECURED w/ SIMPSON OR USP M5TA36 a W o NAILS a 12" O.G. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /a' T4G SUBFLOOR (ATTACHMENT i" T4G SUBFLOOR (ATTACHMENT p SHEAR WALLS. METHOD PER "NAILING SCHEDULE") METHOD PER 'NAILING SCHEDULE') w UNTHREADED 51HANK TO EXTEND ID a, BEYOND THICKNESS OF THI5 DETAIL APPLIES AT ALL EXTERIOR RE ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 6 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. [DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a io" O.G. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE, 3/4'=r -ID' OUBLE TOP PLATE UNLESS NOTED OTHERWISE 2' GYPSUM WALL BOARD i ;" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOU5 STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ = DIAGONAL BRACE a CENTER OF TRUSS SPAN or V ' HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS % x 9' ANCHOR BOL T w/ 2' WASHER = 2x STUDS a 16" O.C. MAX SET IN SIMPSONANCHOR NIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C.,@ SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.G. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (I) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ 0'-0" 30'-0" USE (I) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX SIMPSON 5P4 (USP 6PT4) a 32" 30'-1" 60'-0' USE (3) X -BRACE O.C. MAX (1) X -BRACE a CENTER 4 (2) BRACES °a ° a. DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB _ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFSACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING' � (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE 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 7B ! JA SCALE: 3/4'4 -ID' S5 SCALE: 3/4'=r -ID' SAME X -BRACING REQUIREMENTS) qA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING — TRUSS w/ (2) 12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 314':1' or 10'-0" Q.C. MAX A R C H IT E C Ts Design Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 1: 0003325 SIZE HEAD LENGTH DIAMETER [TENSILE STRENGTH SHANK �I AND REINFORCEMENT), ° ° ° a - --INTERIOR SEARING WALL FOOTING rt a °� ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE a "I { —%--- O.G. MAX ONCRETE SLAB ° ° (SEE FOUNDATION PLAN FOR 51ZE - BUILDING LENGTH 8d ROUND, MODIFIED ORT 2 %8" 131 110,000 RING (Io -20 RINGS ROOF SHEATHING LAYOUT AND ENDWALL(SEE a FOUNDATION PLAN FOR SIZE °° AND REINFORCEMENT) AND REINFORCEMENT) PER INCH) BRACING FOR GABLE END FRAM NG AND REINFORCEMENT) iIlkiiiiiiiiii ° . adr INTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTINn 1 1 &d RwSHANE GUN N� 4' ac.kX I kKIOK IUALL rUU I wci (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE T GP BOTTOM EDGDG ES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) T: AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT ^11 qI SCALE:3/4'=I'-ID' `tA SCALE:3/4'=I'-ID' h SCALE:3/4'=i'-ID' Z a) n C 8d RING SHANK GUN a NAILS o" O.C. IN FIELD �o PRE-ENGINEERED PRE-ENGINEERED w ROOF TRU55 ROOF TRU55 Q 4' -ID' MINIMUM OVERLAP FOR TOP PLATE SPLICE LH G a> � w SECURE TOP PLATES w/ !6d COMMON NAILS 9 4' O.G. 2-ROW5, STAG-GERED zrZ I TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING. o = (0.5.5. TO BE STRUCTURAL GRADE)OUBLE TOP PLATE TO STUD TOP PLATE w/ SIMPSON SP4 (USP 6PT4) z 2x WOOD or METAL STUDS a 32' O.G. MAX a 24" O.G. MAX L 8d RING SHANK GUN NAILS a 12" 2x CONTINUOUS 5 (NOT LOAD BEARING) BLOCKING a MID -WALL WALL O.G. IN FIELD 2x STUDS a lo" O.G. MAX lo or UNLESS NOTED OTHERWISE v a8d x 3" SCREW SHANK BALLISTIC �, NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS o 1 u " ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN o'-0" SECURED w/ SIMPSON OR USP M5TA36 a W o NAILS a 12" O.G. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /a' T4G SUBFLOOR (ATTACHMENT i" T4G SUBFLOOR (ATTACHMENT p SHEAR WALLS. METHOD PER "NAILING SCHEDULE") METHOD PER 'NAILING SCHEDULE') w UNTHREADED 51HANK TO EXTEND ID a, BEYOND THICKNESS OF THI5 DETAIL APPLIES AT ALL EXTERIOR RE ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 6 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. [DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a io" O.G. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE, 3/4'=r -ID' OUBLE TOP PLATE UNLESS NOTED OTHERWISE 2' GYPSUM WALL BOARD i ;" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOU5 STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ = DIAGONAL BRACE a CENTER OF TRUSS SPAN or V ' HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS % x 9' ANCHOR BOL T w/ 2' WASHER = 2x STUDS a 16" O.C. MAX SET IN SIMPSONANCHOR NIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C.,@ SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.G. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (I) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ 0'-0" 30'-0" USE (I) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX SIMPSON 5P4 (USP 6PT4) a 32" 30'-1" 60'-0' USE (3) X -BRACE O.C. MAX (1) X -BRACE a CENTER 4 (2) BRACES °a ° a. DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB _ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFSACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING' � (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE 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 7B ! JA SCALE: 3/4'4 -ID' S5 SCALE: 3/4'=r -ID' SAME X -BRACING REQUIREMENTS) qA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING — TRUSS w/ (2) 12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 314':1' or 10'-0" Q.C. MAX A R C H IT E C Ts Design Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 1: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 005) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 2 6 JAMES/CANTWELL J rDATAR,NO 12079 . .. 9/24/18 SOLE: 1/4"=1'-0" 1 SHEET D2 iIlkiiiiiiiiii L7mmmlmmmmm& SUBDIV. & LOT: KENSINGTON RESERVE (LOT 005) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 2 6 JAMES/CANTWELL J rDATAR,NO 12079 . .. 9/24/18 SOLE: 1/4"=1'-0" 1 SHEET D2 EC RE X� r_ T TO GAUGr-) BOTTOM CHANNGL TO or BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN a NAIL w/ WASHER 32" O.C. MAX. SHANK SIZE .145 EMBEDMENT OF I Y4") O o o ONCRETE SLAB EACH END AND @10 O.G. MAX 0 (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) �Z ATTACHMENT METHOD 1 o a 'NAILING SCHEDULE') � I /SECURE ?x6 MIN. To BLOCK w/ 2xa STUD BLOCK NOTE: (2)y' x 9' ANCHOR BOLTS w/ 2" WASHER SET IN 6IMP60N or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH' EPDXY (MIN. 6' EMBEDMENT) ��QRN�QN-B�IARWALL SCALE: 3/4'=I' -O' (j�l SECURE 2x6 MIN. TO BLOCK w/ (3)%" x 9" ANCHOR BOLTS w/ 2" ;" TEXTURED CEMENTITIOUS 1) RE5AR VERTICALLY IN CONC. POURED MIN. 3 MIN WITHIN a' OF 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3) I2d NAILS REENGINEERED TRUSS or MIN. (4) 10d GUN NAILS I Ix6 COLLAR TIE @ EVERY OTHER ROUGH OFENING (UF TO 8'-07 (TYPE AND PE R m ipiOiBoma RAFTER w/ MIN. (3) I2d NAILS or o $° GYPSUM BOARD OR T. gpepVp9�R MIN. (4) 10d GUN NAILS Q Lp 2' HIEN STRENGTH CEILING IC SIMP60N VTCB or USP VTT pppplpp I 2x RAFTER p ^ 50� RD ( SPACING (1) EACH END AND 6'-0" O.C. MAX Ixa NAILER SECURED TO TRUSSES, SINGLLEE 2x TOP PLATE BELOW w/ (2) I2d NAILS or (3) 10d I� pI°°I'I°I GUN NAILS @ EACH TRUS 2' GYPSUM WALL BOARD I 2x WOODS STUDS @ ?4" O.C. o ' X RAFTER TO TRUSS w/ SIMiP50N (SIZE PER PLAN) O MT512 or USP MTW12 ALTERNATE CONNECTION WASHER SET IN SIMPSON or USP NIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMI( \ a" CMU BLOCK J PENETRATION w/ SIMPSON or USP M6TA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) I2d NAILS @ EACH END. a" CM" _ RE -ENGINEERED ROOF TRUSSES FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY 2x6 P.T. WOOD STUD SECURED TO FILLED NAILS '@ 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION DELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2' 1 2x4 SECURED TO GABLE END w/ GH GALVANIZED STEEL TRACK BRACKETS j STRNGTN^EPDXY (MIN. 6o EMSU5PEDIMENT) (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS { scat=: 3/4'=P -o' (2)12d EACH UPRIGHTONCRETE SLAB 2x4 SECURED TO GABLE END w/ (2) I2d SPACED 6' - a' O.G. MAX (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ATER RESISTANT BACKER50ARD (DENSNIELD) 2x4 RAFTER a 24° O.G. /2' DENSHIELD (SEAT DECK MUST SCUD 5E SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 jl_ERIOR NON—BEARING WALL P.T. ora CMU BLOCKK WALL APrLASTIC AQUA DEFENSE WATER PROOF a BL OCKING (EACH END �A sruDs SCALE: 3 MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) CPRE -ENGINEERED TRUSS HULK BEAD BETWEEN DENSHIELD 2x BLOCKING I EACH RAFTER f P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED Iv" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) a VARIES PER FLAN INSTALLATION SIMPSON N2.5A or USP RTIA' GYPSUM BOARD OR 2" NIGH STRENGTH CEILING © SHOWER PAN a EACH RAFTER TAIL CONNECTION BOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 TOP OF EACH RAFTER CONNECTION 3 %a° TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRUSS 2 FRAMED OVERHANG or 24 O.G. MAX) SCALE: 3/4'=I'-,�' S scAL E: 3/4'=1'-0' ;" GYPSUM WALL 50ARD 3 %' METAL STUDS (25 GAUGE) ,@ 24" Of w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE 1@ 12" O.C. SECURE 2x TO CMU w/ (2) %" x 3" TAPCONS WITHIN a' OF EACH END AND ala' O.G. MAX S u z•��IA 3 %' BOTTOM CHANNEL (25 EC RE X� r_ T TO GAUGr-) BOTTOM CHANNGL TO or BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN a NAIL w/ WASHER 32" O.C. MAX. SHANK SIZE .145 EMBEDMENT OF I Y4") O o o ONCRETE SLAB EACH END AND @10 O.G. MAX 0 (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) �Z ATTACHMENT METHOD 1 o a 'NAILING SCHEDULE') � I /SECURE ?x6 MIN. To BLOCK w/ 2xa STUD BLOCK NOTE: (2)y' x 9' ANCHOR BOLTS w/ 2" WASHER SET IN 6IMP60N or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH' EPDXY (MIN. 6' EMBEDMENT) ��QRN�QN-B�IARWALL SCALE: 3/4'=I' -O' (j�l SECURE 2x6 MIN. TO BLOCK w/ (3)%" x 9" ANCHOR BOLTS w/ 2" ;" TEXTURED CEMENTITIOUS 1) RE5AR VERTICALLY IN CONC. POURED MIN. 3 MIN WITHIN a' OF I ROUGH OFENING (UF TO 8'-07 (TYPE AND PE R T. PRE R PL 1-F AGE OR POURED Ni SILL (PER 5LDR) WASHER SET IN SIMPSON or USP NIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMI( \ a" CMU BLOCK a" CM" _ FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED DELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2' GH GALVANIZED STEEL TRACK BRACKETS j STRNGTN^EPDXY (MIN. 6o EMSU5PEDIMENT) (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS { PER MANUFACTURER'S SPECIFICATIONS' I' MIN. SLVERHEAD GARAGE DOOR (BY OTHERS) IDE � ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION R°°M ALVANIZED STEEL VERTICAL TRACK 3 A 6 B (BY OTHERS - INSTALLED PER SCALE: 3/4'=I' -D' SCAT E: 3/4'=I'-�' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S GDesiOn ioU Ina. 1441 N. RONALD REAGAN BLVD. LON G W OO D, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w ww. a b d e s i g n g r o u p. c o m AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 4 2018 D�iPE: 9 24/18 SC ALE: 1/4"=I'—O" SHEET D3 A R C H IT E C T S / DesiFn Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 2 6 DATE: 9/24/18 SHEET D SHINGLES OR TILE (PER COMMUNITY SPECS) BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL I FOR GABLE (R -VALUE PER ENERGY CALC5' OVER 130 FELT PAPER (OR APPROVED X BRACING REQUIREMENTS ENTS PRE-ENGINEERED ROOF TRUS OVER X30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED EQUAL) INSTALLED PER SECTION 8905 OF THE FBGR, 6TH EDITION (2011) GABLE ROOF TRU55 TWIST STRAP (PER PLAN' THE FBCR, 6TH EDITION (201U DOUBLE TOP PLATS OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES ) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS - METAL DRIP EDGE-�� ATTACHMENT METHOD PER 'NAILING SCHEDULE'S (4'-0' O.G. a SHEATHING SEAMS) ' BOARD OR �" HIGH -/?' 2x6 5UB-BAN 2 METAL. DRIP EDGE STRENGTH CEILING BOARD = AIL VENTED 2x6 SUB BAN STIFFBACK AT ALL UPRIGHTS A� ALUMINUM SCFFIT SIMPSON 6P2 (U5P SPT24) ,@ EVERY VENTED ALUMINUM SOFFIT OVER 4' 10" HIGH - 12 x 2' WOOD SCREWS EXTERIOR BEARING STUD. n (�5 PER TRUSS ENGINEERING) _ - ALL 5PACER FOR CONDITIONS WHERE TRU55 AND PER FLAN ONT. 2x4 RAT -RUN ATTACHED TO "ER PLAN STUD LINE-UP, USE A SIMPSON HIOA- DOUBLE TOP PLATE EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS 19 16' O.C. (USP RTI6A) INSTALL Ep a MID POINT OF TRUSS WINDOW HEADER (SIZE PER PLAN ALL INSULATION �� ° TEXTURED CEMENTITIOU5 COATING MIN. (R -!A UE PER ENERGY C� CS) 8 - r r SPAN or 10'-O" O.C. MAX c x,3 BLOCKING i' TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C926) OVER PAPERBACK WINDOW (PER PLAN), ATTACHMENT (PER ASTM G926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MFR. SPECIFICATIONS f—BATT OR BLOWN IN INSULATION � (R -VALUE PER ENERGY CALC5) a = SECURED w/ (3) 12d = NAILS e EACH ENp - 2 -LAYER WATER RESISTANT BARRIER, OVER 1 EXPANDED METAL LATH, OVER APPROVED "u - WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE wl %a" x V 2 -LAYER WATER RESISTANT BARRIER, OVERI METHOD PER 'NAILING 5GHEDULE") ^ THRU-BOLTS o 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL TO 2x4 w/ 126 NAILS 8" O.C. MAX METHOD PER 'NAILING SCHEDULE" WALL INSULATION or EXTERIOR BEARING STUDS (R -`VALUE PER ENERGY GALCS SECURE GABLE TO DBL TOP PLATE w/ 51MP50N =DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP [SIZE AND SPACING PER NOTE #21, OF FLOOR TRUS5 (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAIO 24" O.G. MAX BOTTOMEQUIVALENT BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN 1 (cINSTALLED PER MFR'5 SPECS) WALL MOUNT RAIL BLOCKING /4" T4G SUBFLOOR (ATTACHMENT —V^ SECURE GABLE TO DBL TOP PLATE w/ 6IMP50N SHEATHING MUST NOT BREAK WITHIN° METHOD PER 'NAILING SCHEDULE') a 32" O.C. MAX 1'-4" MIN. FROM 2nd FLOOR LINE FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL ] CONTINUOUS 2x6 w/ (6) 16d NAILS @� OCA E. NTo BOTTOM OF FLOOR TRU65 (BOTTOM 2x6 �' � RE -ENGINEERED FLOOR TRU55 15 A NAILER FOR WALL SHEATHING) e 7B _ WA2 NOTE: BATT OR BLOWN IN INSULATION SHINGLES OR TILE (PER COMMUNITY - '" GYPSUM BOARD OR �" HIGH z (R -VALUE PER ENERGY GALCS SPECS) STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CRO55 PRE-ENGINEERED ROOF TRUS PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE OVER 030 FELT PAPER (OR APPROVED _ GONG. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 4 INCHES (32 MM) DOUBLE TOP PLATE EQUAL) INSTALLED PER SECTION 8905 OF a (I) 15 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). THE FBCR, 6TH EDITION (2011) IF THE HANDRAIL IS NOT CIRCULAR, IT WINDOW (PER PLANJ, - (51�E AND REINFORCEMENT Z = SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDGE-�� OVER ROCF SHEATHING (TYPE AND ATTACHMENT PER MFR, PER PLAN)AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN ATTACHMENT METHOD PER "NAILING SPECIFICATIONS Max GREATER THAN6 INCHES (160 MM) WITH VENTED SCHEDULE") A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MN. x ALL INSULATION `LR OF 2 4 INCHES (51 MM). EDGES SHALL HAVE a" TEXTURED CEMENTITIOU5 COATING MIN. A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK 8" GYPSUM BOARD OR ?" HIGH STRENGTH CEILING BOARD PRECAST OR POURED IN (R -VALUE PER ENERGY GALCS) r EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER SIMPSON 5P2 (USP SPT24) 1@ EACH 2X8 STUD 1,0000 UPLIFT CONNECTOR PLACE SILL (PER BLDR) GYPSUM WALL BOARD L WALL SHEATHING (TYPE AND ATTACHMENT TEXTURED CEMENTITIOUS I) 15 REBAR VERTICALLY IN m METHOD PER "NAILING SCHEDULE' COATING MIN. (PER A5TM CONI. L POURED CELL FULL WALL G926) OVER CMU (LOCATION PER PLAN) THE CLEAR SPACE 2x8 5YP WOOD STUDS IZ" O.C. MAX _ r P.T. FURRING STRIPS a 16" O.G. BETWEEN THE Y" DIAMETER ANCHOR BOLT 12' O.G. MAX w/ T EMBEDMENT 3 CM -, f HANDRAIL AND THE WALL SHALL BE I y" w/ 2' DIAMETER WASHER 2" GYPSUM WALL BOARD GOD BASE 42 KNE_WAL�%= 2x8 5YP'2 WOOD STUDS @ 12" O.C. MAX f- L SIMPSON SPI (USP 5PT22) r a EACH 2x8 STUD °49 ° POUREDD f WA2 CONCRETE w/ (1) 'AREBAR HORIZONM TALLY ONGRETE SLAB °a (SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL @ LINTEL Z ° a a AND REINFORCEMENT) 34" MIN. TO 38" MAX AFF. WINDOW (PER PLAN), (SIZE E AND REINFORCEMENT ° 'EXTERIOR WALL FOOTING ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR 51ZE LU :2e SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORGEMENTJ IL I STAIR �[� Two STORY SCALE: 3/4'4-0' 4A tnm� TlUOSTORYG' tL z u, PRECASTOR POURED IN o PLACE SILL (PER BLDR �z L 2' TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS a 8' O.G. MAX i" TEXTURED CEMENTITIOU5 COATING MIN. (PER a COATING MIN. (PER ASTM 0 (R -VALUE PER ENERGY CALC5) 2x4 BLOCKING a EACH BRACE. TOENAIL A5TM C926) OVER PAPERBACK EXPANDED METAL LL = 0926) OVER CM ONTINUOUS 2x4 w/ (4) 16d NAILS a TOP c� o �° GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUS5 (TOP 2x4 SUPPORTS o ° z 3V4" TSG SUBFLOOR (ATTACHMENT <BOTTOM BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD 'NAILING SCHEDULE'- ,, PLATE OF 2nd FLOOR WALL) >° L P.T. FURRING STRIPS a 16" O.G. "NAILING PER METHOD PER SCHEDULE' !' T4G SUBFLOOR (ATTACHMENT m 1)'5 CONTINUOUS REBAR @ 16" O.C. MAX, IN ---EXTERIOR BEARING STUDS METHOD PER "NAILING SCHEDULE") oL o CONCRETE POURED CELL 8d RING SHANK NAILS @ 4" Of -SIZE AND SPACING PER NOTE ° a p (VERIFY PER PLAN) MAX INTO BLOCKING ` �21, UNDER CATEGORY TIMBER3 \ n OOD BASE ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRU55 w � T-0. 11 PRE-ENGINEERED FLOOR TRUSS——� 5 f � ONTINUOUS 2x6 (6) Lod NAILS @ m ° � (MHN. IN 5LABJ EMBEDDED STRAP w/ o 5 REBAR 48' LONG w/ e?' HOOK -� - 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 a 24" O.G. (MIN. 24" IN SLAB) 2x4 BRACE @ 4,5O.C. w/ (5) 12d NAILS - WAP (PER PLAN) WA2 = = IS A NAILER FOR WALL oHEATHINGJ . °a a� H _acH EN ° a" GYPSUM BOARD OR 2' NIGH _ _ 4° CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR = "I' Z" TEXTURED CEMENTITIOUS = - 0 w ° ° A RATE OF .151o5 PER CUBIC YARD ON 6 -MIL COATING MIN. (PER A5TM - ':I' ;" o GYPSUM BOARD OR i HIGH POLY ETHYLENE VAPOR BARRIER ON WELL •' GONG. FILLED U -BLOCK w/ - - G926) OVER CMU = - s ° COMPACTED CLEAN TERMITE TREATED FILL lU'� CONTINUOUS REBAR __�= STRENGTH CEILING BOARD W 6' o° o" 6" 3) 15 REBAR ON CHAIRS NOTE: STRUCTURAL SHEATHING MUST NOT ONG. FILLED U -BLOCK w/ �' m ° I, 2'-01, BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (IJ 5 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 5CALE:3/4'4-0' PARALLEL TO BLOCK TO BLOCK TwosroRY 5CALE:3/4'=1'-0' A R C H IT E C T S / DesiFn Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 2 6 DATE: 9/24/18 SHEET D 1'1b1C 1"14IG 1/16' 0.5.5. SHEATHING OR 1 / 2X EXTERIOR WALL STUDS (INSTALLED ON TOP OF 1/2' CDX PLYWOOD Jq' T # G 5U5FLOOR GLUED AND WALL SHEATHING 1116 O.S.B. SHEATHING OR NAILED AS PER NAILING SCHEDULE 1/2' CDX PLYWOOD• 2x4 EXTERIOR WALL XXX PRE-ENGINEERED FLOOR TRUSS STUDS % CONNECT TOP OF STRAPI • /E l :1 2x4 BOTTOM PLATE TO SOLID STUD W/ (16) 16d PLAN VIEW - 2x4 WALL SINKER NAILS O O CONC. FILLED LINTEL BLOCK W/ (1) 15 ' SECOND FIN. FLR DBL. STUD II. – PRE-ENGINEERED FLOORCONTINUOUS REBAR ' _ ` ii – M6TCM40 TRU55 E o� II. —_ (INSTALLED ON TOP OF 1/16' O.SB. SHEATHING OR ��– WALL SHEATHING 1/2' CDX PLYWOOD �[C a 2x4 BOTTOM PLATE / ii HTT-4 SECURED TO STUD lU/ (20) 10d 4, • L w / MSTGM40 �, / _ u. _ X I 2' NAILS v V 2X6 EXTERIOR WALL TOP OF 5/8' A.T.R IN HIGH STRENGTH EPDXY STUDS • s MA50NRY WALL 2x4 EXTERIOR WALL STUDS " Z _ (MIN. 1' EMBED) -r� 2X6 BOTTOM PLATE - o CONNECT BOTTOM OF::7F w PLAN VIEW - 2x6 WALL STRAP TO CMU BLOCK WALL °` 1116' O.B.B. SHEATHING OR 1/2' CDX W/ (12) �' TAPCONS PLYWOOD f F NOTE. PLAN VIEW - 2x4 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MINIMUM END AND ELEVATION VIEW 1 SCALE: rLT.s. EDGE DISTANCE FOR A SCALE: N.T.S. T 8 G 5UBFLOOR GLUED AND TITEN SCREWS IS I VNAILED AS PER NAILING SCHEDULE 1116' O.B.B. SHEATHING OR M6TCM40 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL (INSTALLED ON TOP OF WALL SHEATHING (,j> STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL SHEATHING OR M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL 2 EXTERIOR STUD WALL- INSIDECORNER SCALE: N.T.S. HTT-4 SECURED TO STUD W/ (20) 10d X I �' NAIL5 5/8' A.T.R f—W, PRE-ENGINEERED FLOO i TRU55 (GIRDER DRAWO II 1/16' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/(1(o) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRU55 M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCON5 NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS I Y? 2X EXTERIOR WALL STUDS SECOND FIN. FLR 1/16 0.5.8. SHEATHING I I TOP OF WALL OR 1/2' CDX PLYWOOD PRE-ENGINEERED FLOOR TRU65 (GIRDER DRAWN) NTT -4 SECURED TO STUD Wl (20) 10d X I"NAILS UBP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER'5 SPECIFICATIONS) BEARING 5TUD5 B ELEVATION VIEW SCALE: N.T.S. PRE-ENGINEERED FLOOR TRU55 (GIRDER DRAWN) 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD (PER PLAN) 5/S' A.T.R IN HIGH STRENGTH BEARING POST/ BEARING EPDXY (MIN. 1' EMBED) STUDS (PER PLAN) i _c r. j FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION I (NTT -4 METHOD) 3 CORNER TO POST SCALE: N.T.s. OPTION 02 (K5T2(o0 METHOD) IDS 2X6 BOTTOM P 2X6 EXTERIOR WALL 5 1/16' O.SB. SHEATHING OR I/2' �.. PLYWOOD DBL, STUD 1/16' O.S.B. 11 SOLIE PLAN VIEW - 2x6 W C ELEVATION VIEW SCALE: N.Tb. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.T.S. -ENGINEERED FLOOR TRU55 IC, FILLED LINTEL BLOCK W/ (1)15 ITINUOUS REBAR -4 SECURED TO STUD W/ (20) 10d i' NAILS A.T.R. IN HIGH STRENGTH EPDXY 1' EMBED) 2X EXTERIOR WALL 5TUD5 HTT-4 SECURED TO STUD W/ (20) 10d X 1 2' NAILS PRE-ENGINEERED FLOOR TRUSS 5/6' A.T.R.IN HIGH STRENGTH EPDXY (MIN. l' EMBED) GONG. FILLED LINTEL BLOCK W/ (U 05 CONTINUOUS REBAR A R C H I T E C T S Design Grow Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DTE: 9/24/16 SCALE: 1/4"=1'-0" SHEET D5_ NOTE: ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON 5P4 or USP 6PT4 BREAK WITHIN I'-4' MIN. FROM 2nd (FOR 2x6 WALL USE 51MP50N 5P6 or U5P 5PT(o) FLOOR LINE EXTERIOR BEARING STUDS RE -ENGINEERED TRUSSES w/ TRU55 PRE-ENGINEERED ROOF TRUSS [ SIZE AND SPACING PER NOTE *21, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) 16d NAILS Q TOP RIPPLE STUDS o 16' O.C. MAX OF FLOOR TRU55 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL ING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT 51MP50N MT512 or USP MTW12` To LEDGER a 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES I RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or _ (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY FRAMED DOUBLE 2x6 LEDGER - w/ 51MP50N or USP L6TAI2 RAFTER SECURED TO TRU55 w/ %a' x 5' — (EACH SIDE OF OPENING) LAG SCREWS a 24' O.C. MAX �115EDDED e STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) 16d NAILS (PER PLAN) r (SEE MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6- - RECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING — ISIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) v PER PLAN) OPENING XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE "21, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'=I'-0' GENERAL NOTES SHEET GN)] ( / ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND ' TO BOTTOM PLATE w/ SIMPSON 5P4 ATTACHMENT METHOD PER 'NAILING NOTE: / / ! O or U5P 5PT4 / SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN I'-4' MIN. FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE / ECURE BOTTOM PLATE TO SLAB w/ TRU55 BAY5 w/ (3)12c( NAILS a TRU5 EXTERIOR BEARING STUDS SIZE AND SPACING PER NOTE #2I, Y' x V ANCHOR BOLT w/ 2' WASHER SET IN 51MP50N HIGH STRENGTH EACH EN PRE-ENGINEERED ROOF [ 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) (o MT512 a STU GENERAL NOTES SHEET GN)] EMBEDMENT MIN. e 32'O.C. MAX EVERY 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN 5IMP50N MT512 or USP MTWI2 SCALE: 3/4'=I'-0' iwo STORY SCALE: TO LEDGER 6 24' O.C. RE -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER_ ECURE EACH KING STUD TO TOP PLATE w/ IMPSON 5P8 or USP 5PT8 SECURED TO TRU55 w/ %a' x 5' = 51MP50N 6P4 or U5P 5PT4 e TOP 4 BOTTOM LAG SCREWS 32' O.C. MAX r a (FOR 2x6 WALL USE 6IMP60N 5P6 or USP 5PT6) MBEDDED STRAP _C (PER PLAN) RE -ENGINEERED TRUSSES w/ TRU55 --PRE-ENGINEERED TRUSSES w/ TRU55 -RECAST LINTEL CONNECTOR (VERIFY w/ TRU55 PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) — (SIZE AND REINFORCEMENT DOUBLE TOP PLATE HEADER \---DOUBLE TOP PLATE o o PER PLAN) RIPPLE 6TUD5 10 16' O.C. MAX (SIZE PER PLAN) KING STUDS SIMPSON or USP M5TA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD 2 PARALLEL SCALE: 3/4'4-0' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP "2 WOOD 5TUD5 tv 12 O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ 51MP60N or USP L6TAI2 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16'0.5.15. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 4a' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK 5TUD5 'MINIMUM 2) JACK STUDS 4 (2) KING STUDS @ EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ l4) 16D NAILS TOP OF (SEE WALL AND HEADER STUD ROOF DECKING. FLOOR TRU55 DOOR / WINDOW REQUIREMENTS CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) XTERIOR BEARING STUDS ONE AT A TIME. USE dNAILS, 2X EXTERIOR STUDSPLYWOOD 1116' O.S.B. SHEATHING OR 1/2' CDX[SIZE AND SPACING PER NOTE #21, WITHIN 6�' FROM EACH END NAMORE THAN 12' O.C. STAGGERED OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON ROOF TRUSSES GENERAL NOTES SHEET GN)] X NOTE: ROOF JACK STUD ASSEMBLY TO BE o CONDITIONS MAY0r G SECURED ONE PLY AT A TIME. USE 12d 1 / VARY NAILS, (2) WITHIN 6' FROM EACH END 4 / NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR. I fro fo /WINDOW SILL w/ CRIPPLE STUDS 16' O.G. Q ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ 5IMP60N 5P4 or USP 6PT4 2' DIAMETER ANCHOR BOLT 12' O.C. MAX w/ 'EMBEDMENT w/ 2' DIAMETER WASHER TOP OF WALL % Q NEATHING 70 LAP TO TOP OF / MASONRY WALL.3 SHEATHING MUST NOT BREAK I'-4' MIN. IMPSON or USP M5TAM24 a EACH JACK , SECURED w/ (3)Ya x I TAPCONS TO PRE-ENGINEERED CONT. Zx6 w/ (6) 16d NAILS ..� FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS _ I '` - (BOTTOM 2X6 15 FOR WALL BEARING CONDITION �— SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL PARALLEL SCALE: 3/4'4-0' F `� TWO STORY SCALE: 3/4':I'-0' 7 TWO TWO STORY SCALE: 344-0' A R C H I T E C T S ekDesign bupinc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com sBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA SEP 2 9/1018 D#T)Eb: 9%24/18 SCALE:1/4"=l'—O" SHEET Do IF I Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows -Sliding Glass Doors -DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame Opening FL# Part # Unit Size Description Masonry Opening Frame Opening Sliding Glass Doors Vinyl FL# Windows 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 !0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 1901/,2" 16100 !0369270 EA I 26 TW 1/2 EYEBROW � WDW VINYL SH WHT W/GR &SCRN I 74 1/2" X 95" !0434206 � EA � 12/0 X 8/0 OXXO � DOOR SGD ALUM (WHITE) W/SCRN � 147" X 96 1/2" 1 16100 !0367192 � EA � 26 TW W/ARCH � WDW VINYL SH W/GR &SCRN � 74 1/2" X 76" !0429616 � EA � 16/0 X 8/0 � DOOR SGD ALUM (WHITE) W/SCRN � 191"X 96 1/2" -TO 286" � 16100 !0297193 F EA :I 26 TWIN � WDW VINYL SH CLEAR NO GR W/SCRN � 74 1/2" X 72' !0354136 EA � 5/0 X 6/8 I DOOR SGD ALUM W/SCRN I 62 1/4" X 811/2" � 16104 !0426486 � EA � 2626 FX � WDW VINYL W/GR L � 30" X 30" !0298912 � EA r 5/0 X 8/0 � DOOR SGD ALUM (WHITE) W/SCRN � 62 1/4" X 96 1/2" � 16103 !0367491 � EA � 2640 � WDW VINYL SH CLEAR NO GR W/SCRN � r 30" X 48" !0295466 � EA 1 6/0 X 6/8 � DOOR SGD ALUM (WHITE) W/SCRN � 741/4" X 811/2" � 16104 !0366994 � EA � 2650 FX I WDW VINYL SH CLEAR NO GR NO SCRN � � 30" X 60" !0295467 FE—Al 6/0 X 8/0 � DOOR SGD ALUM (WHITE) W/SCRN � 741/4" X 96 1/2" � 15317 !0354138 � EA � 2850 � WDW VINYL CSMT W/GR &SCRN 1 � 32" X 60" !0303298 � EA DOOR SGD ALUM (WHITE) W/SCRN � 981/4" X 811/2" � 16103 !1040440 � EA � 2860 � WDW VINYL SH WHT W/GR &SCRN 32" X 72" !0310660 � EA � 8/0 X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN � 981/4' X 961/2' � 16104 !0296557 � EA � 3/0X3/0 FX'iMP � WDW VINYL SH CLEAR NO GR I � 36" X 36" !0329528 � EA I 9/0 X 6/8 I DOOR SGD ALUM (WHITE) W/SCRN I 1081J2" X 811/2" � 16104 !0429520 1 EA 1 3024 FX TEMP I WDW VINYL FX CLEAR NO SCRN I � 36" X 28' !0298914 � EA � 9/0 X 8J0 � DOOR SGD ALUM W/SCRN � 1081/2" X 961/2" � 16103 !1040450 � EA � 3030 � WDW VINYL SH WHT W/GR &SCRN 36" X 36" 16104 !0317308 � EA � 3030 FX � WDW VINYL SH WHT W/GR &SCRN 36" X 36" Vinyl FL# Windows 16103 !0298924 � EA � 3030 FX ARCH 70P � WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 16103 16103 16103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16203 16104 26103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 16103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 !0460340 � EA � 1/4X1/4 FX TMP � WDW VINYL SH CLEAR NO GR 16103 !0365362 � EA � 3030 W/1/2RD � WDW VINYL SH WHT W/GR &SCRN 36"-X 59" !0432421 � EA � 13 � WDW VINYL SH CLEAR NO GR W/SCRN � 201/8" X 38 3/$" � 16104 !0352195 ( EA � 3040 � WDW VINYL OVAL WHT W/GR 38" X 52" !0439893 WDW VINYL SH W/GR &SCRN � 201/8" X 50 5/8' � 16203 !0369494 � EA � 3040 � WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" !0432424 � EA � 1433 FX NO FLANGE � WDW VINYL FX WHT W/GR &SCRN 16" X 39" 16104 !0354140 � EA ( 3040 FX � WDW VINYL W/GR 36" X 48" !0432423 � EA � 1433 FX W/FLANGE � WDW VINYL FX WHT W/GR &SCRN 17" X 39" � 16100 !0434443 � EA � 3040 TRIP � WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" !0369271 � EA � 15 1/2 ARCH TOP I WDW VINYL SH WHT W/GR &SCRN � 20 1/8'X 67" � 26100 !0423133 � EA � 3040 TW 1/2 EYEBROW � WDW VINYL SH W/GR &SCRN 72 1/2" X 52" !0369273 � EA � 16 1J2 ARCH TOP � WDW VINYL SH WHT W/GR &SCRN � ZO 1/8" X 76" � 16100 !0434428 � EA � 3040 TWIN � WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 48" !0429521 I EA I 1620 FX I WDW VINYL SH W/GR NO SCRN 18" X 24" 16103 !0423134 I EA I 3040 W2 RND � WDW VINYL SH W/GR &SCRN I � 36" X 70 !0430156 � EA � 1624 I WDW VINYL SH W/GR NO SCRN 18" X 28" 16103 1-0298921 I EA � 3050 I WDW VINYL SH CLEAR NO GR W/SCRN 36" X 60" !0434427 I EA � 1634 FX � WDW VINYL FX WHT W/GR I � 18"X40" 16103 !0317307 EA � 3050 ARCH TOP I WDW VINYL SH W/GR &SCRN I � 36" X 64" !0439004 I EA � 1836 FX ARCH TOP I WDW VINYL FX W/GR &SCRN I � 20" X 46" 16104 !0367489 � EA � 3050 FX I WDW VINYL NO GR I � 36" X 60" !0303300 � EA I 1H2 FX TP � WDW VINYL SH W/GR I 27 1/2" X 26" � 16100 !0366804 1 EA 1 3050 TPL I WDW VINYL SH CLEAR NO GR W/SCRN � I 109" X 60" !0412312 � EA I 1H3 I WDW VINYL SF NO GR W/SCRN F-27 1/2" X 38 3/8" ( 16100 !0298922 r EA � 3050 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 60" !0317304 � EA � 1H4 I WDW VINYL SH CLEAR NO GR W/SCRN I 27 1/2" X 50 5/8" � 16100 !0354148 I EA I 3050-4050FX-3050 I WDW VINYL W/GR &SCRN 121" X 60" !0419869 EA � 11-14 W/1/2RD � WDW VINYL SH W/GR &SCRN � 27 1/2" X 68 5/8" � 16103 !0419409 � EA � 3056 ARCH TOP I WDW VINYL SH W/GR &SCRN 36" X 70" !0319054 � EA � 1H5 � WDW VINYL SH W/GR &SCRN � 271/2" X 63" � 16203 !0477376 � EA � 34 � WDW VINYL SH CLAR NO GR W/SCRN � 54 1/8" X SO 5/8" !0419870 � EA � 1H5 W/1/2RD I WDW VINYL SH W/GR &SCRN r 271/2" X 81" � 26103 !0367188 � EA � 35 F WDW VINYL SH NO GR W/SCRN � 54 1/8" X 63" !0432419 � EA � 11-16 � WDW VINYL SH CLEAR NO GR W/SCRN � 271/2"X72" � 16103 !0329525 � EA � 35 ARCH TOP � WDW VINYL SH W/GR &SCRN � 54 1/8" X 67" !0317306 � EA � 11-16 ARCH TOP � WDW VINYL SH W/GR &SCRN � 271/2"X76" � 16103 !0364384 � EA � 36 � WDW VINYL SH W/GR &SCRN � 54 1/8" X 72' !0298906 EA � 1H6 TMP W/1/2RD � WDW VINYL SH W/GR &SCRN [ 27 1/2" X 90" � 16203 !0327816 EA � 36 ARCH TOP � WDW VINYL SH W/GR &SCRN L 54 1/8" X 76" !0434441 � EA � 2020 FX � WDW VINYL FX CLEAR NO SCRN 24" X 24" 16104 !0367490 � EA � 4020 FX TMP � WDW VINYL FX CLEAR NO GR 48" X 24" !0298926 � EA � 2020 FX ARCH TOP � WDW VINYL FX WHT W/GR I I 24" X 28" 16103 !0430847 � EA � 4030 FX iMP � WDW VINYL SH CLEAR NO GR 48" X 36" !0369491 I EA � 2026 FX � WDW VINYL FX WHT W/GR 24" X 30" 15865 !0434426 I EA � 4036 � WOW VINYL SLIDER WHT W/GR & SCRN � Q$" X 42" !0327818 r EA 1-2030 � WDW VINYL SH CLEAR NO GR W/SCRN 24" X 36" 15865 !0354129 EA � 4040 � WDW VINYL SLIDER NO GR W/SCRN 48" X 48" !0352196 � EA r 2030 FX I WDW VINYL FX WHT W/GR 24" X 36" 16204 !0354141 � EA � 4040 FX � WDW VINYL NO GR I � 48" X 48" !0298928 � EA � 2030 W/1/2 RD � WDW VINYL SH WHT W/GR &SCRN 24" X 52" 16103 !0368324 � EA F-4050 � WDW VINYL SH WH7 W/GR &SCRN 48" X 60" !0434444 � EA � 2036 TMP FX � WDW VINYL FX WHT W/GR 24" X 42" 16100 !0427856 � EA � 4050 TWIN � WDW VINYL SH W/GR &SCRN 96 1/2" X 60" !0317309 � EA � 2040 � WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 !0460341 � EA � 5/0X5/0 FX TMP � WDW VINYL SH CLEAR NO GR 60" X 60" !0366113 � EA � 2040 ARCH TOP � WDW VINYL SH W/GR &SCRN 24" X 52" 15865 !029$925 � EA � 5044 � WDW VINYL SLIDER WHT NO GR W/SCRN � 60" X 52" !0362731 � EA � 2040 FX TEMP � WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 !0435847 � EA � 5052 FX TMP � WDW VINYL FX CLEAR NO GR 60" X 62" !0363422 � EA � 2040 W/1/2RD � WDW VINYL SH WHT W/GR &SCRN 24" X 64" 16104 !0295462 � EA � 54X12X24 ARCH � WDW VINYL W/GR 54" X 28" !0417692 � EA � 2050 � WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 !0295461 � EA � 54X27 � WDW VINYL 1/2 RD WJGR 54" X 31" !0298929 � EA � 2060 TMP ARCH � WDW VINYL SH WHT W/GR &SCRN 24" X 76" I6104 !0298910 � EA � 58X28X56 1/2 RD � WDW VINYL W/GR 58" X 61" !0298930 � EA � 2060 TMP W/1/2 RND � WDW VINYL SH WHT W/GR &SCRN 24" X 98" 16104 !0298911 � EA � 58X40X30 ARCH � WDW VINYL W/GR � I 58" X 44" !0351034 � EA � 23 � WDW VINYL SH CLEAR NO GR WJSCRN � 38" X 38 3/8" � 16103 !0314657 � EA � IH3 � WDW VINYL SH NO GR W/SCRN � 27 1/2" X 38 3/8" !0319052 � EA I 24 � WDW VINYL SH CLEAR NO GR W/SCRN I 38" X SO 5/8" !0369187 � EA � 24 W/1/2RD � WDW VINYL SH W/GR &SCRN � 38" x 74" � Transoms !0432425 I EA � 24-5 W/FLANGE � WDW VINYL SH W/GR &SCRN I 38" X 56 1/4" I 16104 !0429519 � EA I 2014 I TRANSOM VINYL WHT NO GR I 25" X 17" � 24" X 16" !0298907 I EA I 2430 I WDW VINYL SH W/GR &SCRN I I 28" X 36" 16104 !0354132 I EA I 3014 I TRANSOM VINYL W/GR � 37" X 17" I 36" X 16" !0367488 � EA � 2436 FX � WDW VINYL SH WHT W/GR &SCRN I � 28" X 42" 16104 !0354133 � EA � 3044 I TRANSOM VINYL W/GR I 37" X 53" � 36" X 52" !0430846 LEA � 2450 TWIN � WDW VINYL SH CLEAR NO GR W/SCRN I � 28" X 60" 16104 !0324888 EA � 3214 TMP � TRANSOM VINYL WHT NO GR � 39" X 17" I 38" X 16' !029$908 � EA I 2460 TMP � WDW VINYL SH W/GR &SCRN F � 28" X 72" 16104 !0328436 � EA I 3616 ARCH I TRANSOM VINYL WHT W/GR � 43" X 23" � 42" X 23" !0295456 � EA � 25 I WDW VINYL SH CLEAR NO GR W/SCRN � 38" X 63" � 16104 !0354134 I EA � 3624 ARCH � TRANSOM VINYL W/GR I 43" X 33" 42" X 33" !0300838 � EA � 25 ARCH TOP I WDW VINYL SH W/GR &SCRN � 38" X 67" � 16104 !0329526 � EA � 4013 � TRANSOM VINYL WHT NO GR � 49" X 16" � 48" X 15" !0295460 � EA � 25 TMP W/1/2 RD � WDW VINYL SH WJGR &SCRN � 38" X 86' F 16104 !0300837 � EA I 4613 � TRANSOM VINYL WHT W/GR � 55" X 16" � 54" X 15" !0310640 � EA � 25 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR &SCRN � 741/2" X 75" � 16104 !0295463 I EA � 4620 � TRANSOM VINYL WHT W/GR � 55"X 25" � 54" X 24" !0300839 EA � 25 TW W/ARCH I WDW VINYL SH W/GR &SCRN � 741/2" X 67" � 16104 !0354135 EA � 4626 ARCH � TRANSOM VINYL W/GR � 55"X 34" � 54" X 34" !0295457 � EA � 25 "TWIN � WDW VINYL SH CLEAR NO GR W/SCRN � 741/2" X 63" � 16104 !0354131 � EA � 5016 � TRANSOM VINYL W/GR � 61" X 19" � 60" X 18" !0317305 I EA � 25 W/1/2 RDVINYL SH WJGR &SCRN � 38" X 86" !0369490 � EA � 26 � WDW VINYL SH CLEAR NO GR W/SCRN � 38" X 72" I Doors !0295459 � EA � 26 ARCH TOP � WDW VINYL SH W/GR &SCRN � 38" X 76" � EA 2/86/8 Door 35 5/8" X 831/16" 341/8" X 82 5/16" !0361749 � 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 831/16" 1 38 1/8" X 82 5/16" !0434442 � EA � 26 TRIP � WDW VINYL SH CLEAR NO GR W/SCRN � 111" X 72" EA � 2/88/0 � Door F 35 5/8" X 991/16" � 34 1/8" X 98 5/16" � Door � 39 5/8" X 99 1/16" � 38 1/8" X 98 5/16" EA � 3/08/0 A R C H I T E C T S oe Des�n Gi0 U P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#Ol) PROJECT#: R2065.105/00002 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA SEP 2 6 ) (1/8 D'I'E: 9/24/18 HEET � Door � 39 5/8" X 99 1/16" � 38 1/8" X 98 5/16" A R C H I T E C T S oe Des�n Gi0 U P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#Ol) PROJECT#: R2065.105/00002 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA SEP 2 6 ) (1/8 D'I'E: 9/24/18 HEET PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH Q 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %811 LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: I. F=ASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. 611 LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION I" OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 TO 6' TO 8' /1 f 1 1 6' TO a' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 0111 (VERT.) O.C. MAX AT SUPPORTS WRB 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 F=ALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.TS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE SECOND PIECE OF FORM �Y FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING, TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR X APPROVED EQUAL) X. XMETAL LATH 1 .r PROTECTO FORM FLASH I X CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY 01 A �L x TO SHEATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 6CALE: M.S. SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. 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 131. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB #1 TAPED T SHEATHING w/ W' #2 OVER TOP. Wf #2 TO BE LAPPS_ VERTICALLY 611 MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE I" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ,PAPER LAP SCALE:fyTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.TS. NOTE - APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 0 VERTICAL LAPS (ROLL ENDS) 4 611 'a HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAF VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING DRAINAGE PLANE (WRB LAYER #I, f STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 z (FORTIFIBER z BUILDING PAPER OR APPROVED EQUAL) N ° METAL LATH X X X X STUCCO STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design /Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 �mmmi SUBDIV. & LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 2 6 2010 DATE: 9 �-2 4 /18 SCALE: 1/4"=1'-0" SHE�E��T� VV �� A R C H IT E C T S Design GioU11-inc. I 1441 N. RONALD REAGAN BLVD. I LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.andes, 9n2roun — SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT: R2065.105/00002 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA SEP ?x'(2018 DAVE: 9/24/18 SCALE: 1/4"=1'-0" SHEE T TEXTURED CEMENTITIOU5 COATING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) _ WRB LAYER #2, FORTIF15ER BUILDING X WOOD SHEATHING >k $" THICK, 3 COAL PAPER (OR APPROVED EQUAL) '+ VENT CAP 15 TO BE SET IN CONTINUOUS BEp OF — CEMENT PLASTER WRB LATER #1, 5TUCCOWRAP (OR APPROVED „ ,.X SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -DEICE HOODED VENT ATTACHED PER MANUR -; (SET IN CONT. SEALANT) LAP LAVERS OF BUILDING WRAP OVER SPECIFICATIONS - STEP FLASHING NAILING FLANGE, STOP WRB APPROX. =: APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT I %° ABOVE SHINGLES X NON-MOVABLE FRAME AND STUCCO ON ALL - - SEALANT ALL SIDES DIVERTER IA MIN. `r 5ELF-ADHERING FLASHING X� SIDE5,Y4° SEALANT JOINTS ALL AROUND ��°�,i� THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT BLOCK UB DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING SCALE: N.T.S. Quo , PAPER (OR APPROVED EQUAL) DRYER VENT BUILDING PAPER OVER 'QUICK FLASH" FELT UNDERLAYMENT _(FRAME) 6A SCALE: N.T S. �^o� PIPE THROUGH WALL = PER FBC R103.7.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER 'QUICK. COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH" ASTM C 92G -12A. FASTEN 4" O.C. MAX. WENT PENETRATION SC41E:N.Tfi. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER #2, FORTIFIBER LEGEND WOOD WRB LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OF APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHINGKICKOUT DETAIL 5 SGALE:NTb. WOOD APPROVE[) EQUAL) SHEATHING WRB LAYER #2, METAL LATH WOOD' OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL FORTIFIBER CONSTRUCTION -,,1/8" TEXTURED FIN15H WOOD WRB LAYER 12 INTERSECtIONS f: BUILDING PAPER (OR 8° CMU FASTEN TO WOOD STRUCTURAL MEMBER 71" O.C. MAX (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE - k' APPROVED EQUAL) 7 ®, j8" TO %8" MID -WALL METAL LATH X X X X - FLEXIBLE CONCRETE WATERPROOFER or _ SCRATCH COAT PRIOR TO ELEC. METER - $ THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL WEEP SCREED �" WIDE STRIP SELF -------- STUCCO -� WOOD SHEATHING INSTALLATION = %8" TO i/8" MID -WALL WEEP SCREED ADHERING FLASHING, GLEAN MASONRY BEFORE APPLYING 5ELF-ADHESIVE FLASHING 1 (PER 3/WAI) _ (o" SELF -ADHERING FLASHING TEXTURED FIN15H MASONRY _ - HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: - — (FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103.11/ A5TM ELEC. METER FIELD VERIFY = ® LOCATION _ I h SCALE: N.T.S. (1J NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED & APPLY SCALE: N.T.S. SEALANT AT WEEP 5CREED END TO END JOINTS C -S47-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION - - SEALANT ON TOP 4 SIDES ONLY - —1 CUT ENOUGH PROTECTO FORM FLASH I PIECES t0 COYER BOX 4" NOTE: ATTACH PER - Z7 T EACH STARTING AT THE MANU SPECIFICATIONS IFICATIONSPA \ ....: BOTTOM OF THE BOX, REMOVE - RELEASE LINER AND APPLYMAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH 1 FLASH I INTO THE OPENING POLYMERIC I50CYANATE-POLY5LEND SINGLE FASHION TO COMPLETELYIN THE CENTER OF THE BOX AND ADHERE TO THE r FOAM ('GREAT STUFF' OR SIMILAR)COVER r— THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. C t0 NO CLOSER EXTENDING L ER WOOD SHEATHING THAN 1" TO CORNER, STEP I STEP 2 STEP 3 C WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) - ELA5TOMERIC COATING - 51DE5 OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION Ll SELF ADHERING FLASHING APPLY E -Z BEAD ° ° OVER STUCCO/ C.V. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE °D" FELT OVER SELF -ADHERING FLASHINGEll (OR APPROVED EQUAL) oo ;° OVER 60 MIN GRADE "D" o' oo (SEE TYPICAL WALL SECTION) ' ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WAI OVER APROVEp HOUSEWRAP FELT -PROVIDE SEALANT ;o o METAL LATH `' o PENETRATION 'PIPE PENETRATION DETAIL" 8 SCALE: N.T.S. #2, AT ALL JOINTS AND ° •�°�'�'°° INTERSECTIONS ._° `° EXTERIOR APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER FORTIFIBER WATERPROOFER 2 LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 RECEPTACLE (�)LECTRICAL E: N.T.S. (FRAMECONST) STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C T S Design GioU11-inc. I 1441 N. RONALD REAGAN BLVD. I LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.andes, 9n2roun — SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT: R2065.105/00002 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA SEP ?x'(2018 DAVE: 9/24/18 SCALE: 1/4"=1'-0" SHEE T WOOD SHEATHING WOOD CONSTRUCTION 4' HAT CHANNEL W/ TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) g" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) AMICO AMGG-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #l, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) a" THICK, 3 COAT CEMENT PLASTER AMGG-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) G" SELF-ADHEREING FLASHING WRAPPED /a CORNER OF CANTILEVER AMICO AMG G-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. 1 V ti SCALE: M.S. FINISH LAYER (2 LAYER PEEL 4 STICK) (o" PEEL 4 STICK /,) DRIP EDGE TO DECK 1 I2"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER G PEEL & STICK � DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 %"XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD 8 SEALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD -COMPONENT5 PULLED ---�, 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING II VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" 2G GA. GALV. METAL DRIP EE SET IN FULL BED OF SEALANT, Y2" SPACE FROM DRIP FACE TO TREX $AP FOR BACKER ROD & SEALANT 'L (OR APPROVED EQUAL) CASING BEAD THER RESISTIVE BARRIER 11 THER RESISTIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE �-3" X 3" 2G GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 12" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R-103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A SCALE: NTS. %" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 112"XI %" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 PECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) Y DRIP EDGE INSTALLATION @W_01 =i#COMPONENT5 PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING e I' O.C. MAX. URB LAYER #I, STUCCOWRAP 'OR APPROVED EQUAL) L ICOD SHEATHING METAL LATH �RB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 1 2A SCALE: RTS. CORNER BEAD (FASTENER & SPACING 7" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT � CORNERBEAD C BLOCK 1(� 1� SCALE: N.T.S. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 G" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 YI2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 %" X 3" 2G GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 12" MIN. SPACE FROM DRIP FACE TO TREX IRE615TIVE BARRIER #1 �I it 6WEATHER WEATHERRESISTIVE BARRIER 12 -EXTERIOR COLUMN -COLUMN SHEATHING -G" SELF ADHERING 4 FLASHING :1 Y,2"x3" T" FLASHING FULLY EMBEDDED IN ROOF CEMENT %" X 3" 2G GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 12" 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 8" THICK, 3 COAT CEMENT PLASTER -METAL LATH -WOOD SHEATHING -WEATHER RESISTIVE BARRIER #1 -WEATHER RESISTIVE BARRIER 12 - 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ "L" FLASHING 1 1 V SCALE: RTS. A R C H IT E C T S � Desn 1OU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 U N W E t'0 SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 2/V 2010 DJ !rlrE: 9/24/16 SHEET WOOD SHEATHING WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WfRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVE[) EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW FRAME, NO BAND 1 JEi SCALE: NTS. WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) f� METAL LATH I 11 «xRLapEp a THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 X 1 %" 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/Ya" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12. WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTINISEF BUILDING PAPEF (OR APPROVED EQUAL, METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING T, WRB LAYER #I, STUCCOWRAP (OR APPROVE[) EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH u°oRp� $" THICK, 3 COAT aRITY) CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE 1 J1) FRAME, W BAND SCALE: NTS. SELF -ADHERING FLASHING FATHER RESISTIVE BARRIER 11 FATHER RESISTIVE BARRIER 12 TARTER STRIP PER ANUFACTURER'S INSTALLATION ISTRUCTIONS " SELF -ADHERING FLASHING :ALV'D METAL "Z" FLASHING 0 NOT CAULK OR SEAL OPENING ,ALV'D METAL "Z" FLASHING TUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #i E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/YS" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x x X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT\ SAO WWDOU WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER 8" THICK 3 COAT CEMENT Ya• GAP TYP PLASTER CA51NG BEAD METAL LATH IX TRIM MEMBER 'a STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 SCALE: NTS. ( CROSS-SECT�GTI) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD C RAISED F BAND FRAME 15 SCALE: N.T.S. METAL LATH \ /SEALANT WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME `—WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL & STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2' BUILDING WRAP (W/Y8" FLEXIBLE PVC BACKER ROp INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP fix== U75CALE:EZ BEAD WINDOW CASING NTS. WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y8" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design Grouri�nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT- STATE OF FLORIDA SEP 2 12018 JAMAERS DATA,/ 9/24/16 sc.,LE: SHEET� VV �� a U w A a A SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105 00002 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT- STATE OF FLORIDA SEP 2 12018 JAMAERS DATA,/ 9/24/16 sc.,LE: SHEET� VV �� CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY =^I n i IQ ¢ SECURE HOUr P UNDEI STEP I WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 1 u SCALE: NTs. (FRAME) FOLD IN AT Ji SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL 50TTOM FIN ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGE5. (CAP NAILS, STAPLES) STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 6" 5ELF-ADHERING I OVER VINYL HEAD IG (WITH END .DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/g" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-8" VERT, END DAMS REQ'). AT EACH END OF SILL 01.ul 1 J6EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIl INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT 0.1 DI U (o" WIDE ADHESIVE :LEXI5LE FLASHING 'R DRIP CAP JOINT TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 1V11n �_j A R C H IT E C TS Design ro u enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r NOTE: I. IT 15 THE CONTACTORS RE5PON5151LTY5/8'5/8' Yf TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, $" MIN. TEXTURED _ 8" MIN. TEXTURED - 8" MIN. TEXTURED 8" MIN. TEXTURED SEALANTS 4 5ELF-ADHERING FLASHING CEMENTITIOU5 COATING CEMENTITIOUS COATING CEMENTITIOU5 COATING CEMENTITIOU5 COATING APPLY OSI H2U (OR MATERIALS USED DURING E OVER BLOCK OVER BLOCK OVER FRAME OVER FRAME WINDOW CMULJOINT. CONSTRUCTION. FLUID APPLIED FLASHING (LANCO 2. INSTALL ALL MATERIALS PER 14 WHITE -SEAL RC -865 OR EQUAL), MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS s") (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL FLASHING MAY REACT ADVERSELY IF NOT TO EXTERIOR COMPATIBLE. Q MINIMUM STUCCO THICKNESS I J SCALE: N.TS. NOTE. WALL FLASHING INSTALLATION SEAL INTERIOR PERIMETER OF WINDOW MASONRY *,,_�TAIL M: rtTS. WITH SEALANT A R C H IT E C TS Design ro u enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � F'B DIV. &: LOTNSINGTON RESERVE (LOT #105) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.105/00002 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 6 2018 DATE: 9-/24/16 LI SCALE: SHE�E��T � VU