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3702 Hanworth Lp 18-668 (a)w STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR. RYAN HOMES — ORLANDO8TH 4307 ViNELAND ROAD, SUITE 102 ORLANDO, FL 32811 RYAN HOMES - TAMPA 1409 TECH BLVD., SUITE 202 TAMPA, FL 33819 DESIGN CRITERIA: ABBREVIATIONS :1/4,0_1,—Q., REVISIONS ET INDEX OF DRAWINGS • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), EDITION(2C17) • ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH - CLASS C • BASIC WIND SPEED - VULT = 150 MPH - VASO = 11 B MPH • RISK CATEGORY - II • EXPOSURE CATEGORY - EXPOSURE C • 1—STORY RESIDENCE • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. .BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON GOND. CONDENSER PH. PHONE CPT. CARPET PLT. PLATE C.T. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR DBL. DOUBLE P.T. PRESSURE TREATED D.G. DUAL GLAZED R. RISER DIA. DIAMETER RAD. RADIUS DIM. DIMENSION R.A.G. RETURN AIR GRILL DISP. DISPOSAL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL.DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EACH SHT. SHEET ELEV. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR EXT, EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL, GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK FLUOR. FLUORESCENT T.U.C. TOPOFCURB FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE FTG. FOOTING T.O.S. TOPOFSLAB GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED CIRCUIT OTHERWISE G.F.I. INTERRGROUNUPTER INTERRUPTER V.P. VAPOR PROOF GL. GLASS W. WASHER GYP.BD. GYPSUM BOARD WD. WITH H.C. HOLLOW CORE WDW, WINDOW HDR, HEADER W!H WATER HEATER HOT. OR HT HEIGHT W.I. 'WROUGHT IRON INrT L INSULATION DATE DESCRIPTION SHEET bESCRIPTION CS GN 1 2 3 4 4A 4B 4C 4D 5 6 7 D1 D2 D3 WA1 WA2 WA3 WA4 COVER SHEET GENERAL NOTES FRONT & REAR ELEVATIONS LEFT & RIGHT ELEVATIONS FLOOR PLA14 FOUNDATION PLAN FOUNDATION DETAILS DOWEL PLAN LINTEL PLAN (LOTT'S) LINTEL PLAN (CAST -CRETE) ROOF FRAMING PLAN ENTRY FRAMING SECTION DETAIL ELECTRICAL PLAN 1 STORY WALL SECTIONS & NOTES SECTIONS/DETAILS SECTIONS/DETAILSA.B. WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS o STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD.EA. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 WIND SPEED & EXPOSURE CATEGORY BY COMMUNITY AYERSWORTH GLEN 150-B RECORD CUP y BAYBERRY WOODS 150—B CARRIAGE POINT 150—B CHAMPION'S RESERVE 140-B REVIEWED CREEK SIDE 140—B /� DRAWING CONTRACT DOCUMENT / REVIEW BY BUILDER CYPRESS PRESERVE 150-C &,UA- 1116 HIGHLAND MEADOWS 140—B 000000000 DATE KENSINGTON RESERVE 140-B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB ,DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. AT LUCERNE 140—B ILGIN_C. DIVISIONDIVISIONLAKES F.O LUCAYYA LAKE CLUB 150-C A PERMIT ISSUED SHALL BE CONSTRUED TO BE A - AUTHORITY TO VIOLATE, CANCEL, At -TER OR SST CODES, NOR SHALL ISSUANCE of A PERMIT PREVENT elft FReM +1 1EREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, McCORMICK RESERVE 140-8 OCOEE PINES 140—B S Q . FT . CALC . # S ORCHID ESTATES 140—B OSPREY LANDING 150—C IST FLR. LIVINCs 2,539 Sa FT. TOTAL LIVING 2,532 SOL FT. ENTRY 32 SQ. Ft. GARAGE 599 $Q. FT. LANAI 15'1 SCS. FT. tpt 32rt Ste.T� SERENOA 140—B SHADOW RIDGE 140—B tt(jMPAe9F10N -TEST- "Q1 ITRED SOUTHFORK LAKES 150—B VICTORIA TRAIL 140—B be Results t°section �t Stab Inspection THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150--C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE CATEGORY LESS THAN 150—C, PLEASE REFER TO GENERAL NOTES SHEET (GN) SECTION TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. _ A R C H IT E C TS aesi n VI OU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 E O C L mLTBmv. & LOT KENSINGTON RESERVE (LOT #16) MOI'iEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: COVER SHEET ARCHTECT= STATE OF FLOFIDA JAN 18 201 I A 1 s /17/18 aC :1/4,0_1,—Q., O ET C CSor7 000000000 E 8 E O C L mLTBmv. & LOT KENSINGTON RESERVE (LOT #16) MOI'iEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: COVER SHEET ARCHTECT= STATE OF FLOFIDA JAN 18 201 I A 1 s /17/18 aC :1/4,0_1,—Q., O ET C CSor7 GENE ML NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADSrPSF) A.1. SLEEPING ROOMS 30 Al ATTI CS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 AT STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS fPSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS ** C.1. ** MINI MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD fPSF) DA. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =150 MPH, VASD = 116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF} F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DI MENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHTECT/ENIGINEER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNEDAND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE AWINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS 8312.2,1 AND 8312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 190 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 8302.5.1: 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER FBCR BTH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. ..Irr urtr+.nu� 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BEV 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MIN MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE W, 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. T PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, BTM EDITION (2017). IT /-S-416 131 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 8606 OR WITH THE PROVISIONS OF TMS 402/ ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT 1T SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO.OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION 8506.2.4.2 (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 x" B. CONCRETE EXPOSED TO EARTH OR WEATHER: 8.1. A, W31 OR D31 AND SMALLER ?" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. 411 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'h" 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 ROQMSI SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFiCENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 16- 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, MICROWAVESAND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACHATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE I NSTI TUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 02 (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 TOI, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 42) 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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15132" APArRATED 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 "/a" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15/32" APA -RATED Q.S.B. OR 1/2 "ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.FJ. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 21, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LI MI TED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONGTIE BY SI MPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ $'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 15OMPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. ct 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR GSA 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 W PVC (SCHEDULE 40), INSULATED WITH A' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE F8CR, 6TH EDITION (2017) 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.6.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTWC-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I"I'I'lII \000000000 E 89E 0 s c sui3 rv. & Lomi KENSINGTON RESERVE (LOT #16) MODE+U SEASIDE (VERSION#01) 299'7.600 PAGE: GENERAL NOTES ARCHITECT: BT"ATE OF FLORIDA JAN 18 20 DAT #: 1/17/18 sc :1/4"=V -0"i G Nor '7 4-2 21 7. r,BAND DTL. & 411 K:�BRACKET DTL. 11 11-61 211 +1 +1 DECUB DTL. A -Es 1/41' 0 14' BAND DTL. ATTIC VENT CALLS AM OF ATTIC 3325 9R FC NET ME VENTILATION AREA REQUIRED (1/300) MOB MIT. REQUIRED VENTILATION AREA (11.09 x 144) imo MR NIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 z L596.0) 78.13 MR OFF RIDGE VENTILATION AREA 115 KUL/vw SOFFIT VENT VENTILATION PER IF 11 TOTAL # OF VENTS REQUIRED 5,84 TOTAL # OF VENTS PROVIDED 7 REQUIRED SQIN VENTlLATlDN IN TOP OF ROOF m MR REQUIRED LF OF SOFFIT VENTMATION 88 IF PROVIDED Lr OF SOFFIT VENTILATION 152 IF PROVIDED IF OF SOFFIT VENTILATION 187 LF 20-1" eLIDG. HGT.,F, ....................... TEXTL COATNGi WWII `1 � ly r dp 1-01 IWI 1-01 lul IWI IWI NO I - IN 1-011-01 IXI UNION Wal IWI IN IXI IN Smi - IXI WK I !.I Ici i�i,� ..mI ! I i i i I Iml SIMMS ISO _. 12 V-4` 5FZ3. HGT 641%LES (Tyr) DECO 5RACKET 12 s _,.03 MME RAISED STU= BAND 4 FRONT ELEVATION SCALI=-: 1/4 - V-0' OFF -ROW VENT ELEVATION 'A' 64NOLES (TTF) 12 &-o" HOP, HGT."k A, S'-0" HOP- NGT - ILI I FRONT ELEVATION SCALI=-: 1/4 - V-0' OFF -ROW VENT ELEVATION 'A' 64NOLES (TTF) 12 &-o" HOP, HGT."k A, S'-0" HOP- NGT - RED CSIENTIOUS TEXtURED CZMEP ;ER (ASTM 0926) COATING MR (Al (Tyr) ci, cp (TYF) V-0" PIN. r-LR.o6 V-011 PIN. f=LR- 'T ------ R E ARD ELEVATION- SCALE: 1/4 - V-0' ELEVATION 'A' ITIOUS 4Tm C%b) ARCHITECTSI—) Design1.Grouplnc._ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA #: 0003325 1 E 8 E 0 L OU33D:rv. & L01%. KENSINGTON RESERVE (LOT #16) MODEr.a. , SEASIDE (VERSION#01) PROJECT#: 2997,000 PAGE: ELEVATIONS FRONT & REAR ARCHITECT= STATE OF FLO-01 JAN I g 1/17/18 BCALM: 1/4"=1'-- O" SIMET 1 or 7 OFF -RIDGE PENT OFA -RIDGE YENT OFF -RIDGE VENT 12 I 12 51— 6�11NGLES (TYR) V-4" 5F;Z . HGT. 8'-0' HOR. HGT..ob - - _ - - - - - - - - - ------- _------ _ - - _ - - $ -0 HDR_ ISR. HC�zT. I -F1'-01 8' b- " - CTEXTUFED CEMENTIMS 0 COATWs PER (ASTM 0926) (TYP) 0'-0" 1=IN. 1=LR 12 5 SPANGLES ITm LEFT ELEVATION SCALE: 1/4 - 1'-& ELEVATION OIC -RIDGE VENT OFF -RIDGE VENT OFFAIDGE VENT dkO'-O" FIN. FL -P- 9' - 3RCx. 4 -ICT., , - — - - ----- - — , 4S' -4' E3 . HGT. V -O" HDR. HGT. S' -P" HDR, HGT. Cl.ExtuRm CEMENTIOUS 61 CCATIWx PER (ASTM C926) ca (TyP) 0'-O" FIN. FLR.,6 - - - - IGHTT ELEVAIFMON SCALE: 1/4 . I' -O' ELEVATION "A" 0'-0" FIN, FLR. ARCHITECT S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003328 r 1 �IIIIIIIIII 000000voo, • i • Ak ...■..rte BUBDrV. ,& iAT: KENSINGTON RESERVE (LOT #16) MODEU SEASIDE (VERSION#01) PROJECT#: 299'7.000 PAGE: ELEVATIONS LEFT & RIGHT IARCHMECT: STATE OF FLORIDA JAN 18 Y9►Am 1/17/18 SSC :1/4'"=1'-0"" OEM T 2 Or 7 COMMIM APD CLADIM YYID L,CAADB BI191C NIDD E>IPOINI E PCR E BECM CUM F—..L 7-m SQ.FT. CALC.'S 1 IST FLR- LIVINGS 2,539 Sa FT. ZCZ E 16D MPH WAND WgM TOTAL LIVING ENTRY GARAGE LANAI 2,539 32 599 151 $a FT. SGS. FT. SQ FT. SQ. FT. (2)26-O 16' 12' TOTAL 3,321 SQ. FT. WARE2 COMMIM APD CLADIM YYID L,CAADB BI191C NIDD E>IPOINI E PCR E BECM CUM F—..L 7-m 1FT� 1 471 1 ZCZ E 16D MPH WAND WgM Fit' 1 38 (2)26-O 16' 12' 5 2691 i -3429 WARE2 353owS R $2' 96' 4 21AM / -29.54 3 56 V-0 -01 %1 84' 5 26.13 -32.81 4 112 161-01 x 1-01 192' 84' 5 24M -3016 OHW 5 11 25-614 38' 63' 4 28:45 t -3095 6 4 3014 Pf. 1 RANSOM, I " 36' 161 4 29.43 t -31.92 1 11 25-614 38' 63' 4 28A3 -30.% 8 33 (2)25 -SH EGROO 16' 63' 5 21.13 t -34M 9 65 8080 sw 98' 96' 4 25,84 / -2833 101 33 (2) 25 -OW 16' 63' 5 21.13 t -34M 11 33 (2) 25 -SH 16' 63' 4 21.13 / -2U2 IIA 11 2668 DR 30' 80' 5 28A t -31A5 12 11 38' 63' 4 28.45 I -3095 SSW 13 11 25 -SH 38' 63' 4 2845 t -30195 WIND DESIGN CRITERIA A. 15ASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD = ll6 MPH B. INTERNAL ASSURE COEFFICENT= 4 .18 G. RISK CATEGOFtY*TY'PE II D. EXPOSURE CATEGORY C NOTES VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 15ASED ON THE Vult DESIGN WIND SPEED. FOCIR, 6tH ED. (20111) ALLOWS THESE PRESSUMS TO 15E MULTIPLIED 15Y OAb TO MEET THE ALLOWA15LE OR NOMINAL TESTED VALUES USED 15Y PRODUCT MANUFACTUMI'RS. I. PRIt2R TO DRYWALL INOTALLATION ON ALL FRAMING ME110M Z'-0' 1 1115 P N O14 R.00R WILL 8E MORAYED AND TREATED 111/'OOR4T1:' A TI=RMItE TREATED SPRAY 5 1/2' .i—�yu 1i -6n m *1 044J CABINET S ECTION FLOOR IRAN SCALE= 1/4 = I' -V' ELEVATION 'A' mm i rA R C H I T E C T B -) FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r 1FT� 1 � m *1 044J CABINET S ECTION FLOOR IRAN SCALE= 1/4 = I' -V' ELEVATION 'A' mm i rA R C H I T E C T B -) FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ,vovvvvvvo, E 89E 0 r c SUBS ►IV. & LOT KENSINGTON RESERVE (LOT #16) MODBiLt SEASIDE (VERSION#ai) FROJZCT#: 2997.000 PAGE: FLOOR PLAN ARCHITECT-. STATE OF FLORIDA JAN 182018° D 1/7/18 9IMET 3 Or SECURE STRAP A/C UNIT SIMPSON UZ ROLL TO GONG. Wl (2) STRAP OR EQUAL 3/16'x2' TAPGONS 3 1/2' T1-IIC.ICN11�—SECURE STRAP GONG. SLAB t4 UNIT Wf f2) '*Xl 1/4 SHEET METAL SCREU)S A/C CONNECTION TO PAD DETAIL EXTEND END OF I/+�� Iy �C �� CHASE 121 ArE CONC. SLA5 FOUNDATION PLAN - SCALE: 1/4 - I'-0' ELEVATION 'A' m tm .%l ill 24"x24'xl2' CONC. FTC. wl (3) W RIEDARB EA. WAY ON CHAIRS MIN. 3' COVER (2-TYP) ARCHITECTS GroDesign up P, no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'-K/° 91_311 31 -/All �I_111 -3 I/2' � \000000000 T T ■ ■ ■ I— � 1 I SLA�311/2' I I 4A 1/2" GONG. IG I�V ■ � IG ■ -SLAB 4A 121_5" 21_g' I 4A ■ I 01 ■ ■■ ■■ ■� 4A I - -T� J 11-91/211 I101/2' $v 12'- " E3'-6° 8 3'-10" $'-2" 3'-8" S'-2" 5'-4" 2'-S'1 21_211 w�ll I I = CQ 1 /4 II I/ ♦II I ■ I ap 0601.0. FIN. ELEV.--T tt I r��i�:►-11 ■ FIN. GONG. 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SLAB 4A I 31/2 GONC. 1 -V -3 1/2" S- A - � 4A .SLABXr11/2" �4 Lu - � 4Ay4A I 4A ■ no ■■ ■ G5"LGri' W 14'-4' 1 ON at -/All � 11 41 _ G++ fV " I'-�41 1 / Q /�y 1K/I-ao I -On 1�1-511 24"x24'xl2' CONC. FTC. wl (3) W RIEDARB EA. WAY ON CHAIRS MIN. 3' COVER (2-TYP) ARCHITECTS GroDesign up P, no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1■VBaT. &" WZ KENSINGTON RESERVE (LOT #16) SEASIDE (VERSION#01) PROJECT#. 2997.000 PAGE: FOUNDATION PLAN ARCHTECT. STATE OF FLONDA JAN 1820 DA : 1/17/18 SC :1/4'"=1'—O" SHEET 4 or 7 \000000000 1■VBaT. &" WZ KENSINGTON RESERVE (LOT #16) SEASIDE (VERSION#01) PROJECT#. 2997.000 PAGE: FOUNDATION PLAN ARCHTECT. STATE OF FLONDA JAN 1820 DA : 1/17/18 SC :1/4'"=1'—O" SHEET 4 or 7 (1) % ROMAR VORTICA"Y 1W CAX%r- 1%Xftj1ftP COMORTIOtIO COATM NN (1) ft PIONAM V11111trICALLY W TEXTIL111111100 Ca COA11ft eul I PER (AWMI 006) (TYP.) POR (AM" 9M9N 061116) (TYM) papm CONIC. FCUPW C01.1i. 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PAD FOOTING GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP AT LANAI (A� 1 -STORY L.B.W. I—STORY LB.W. —STORY L.B.W. EP—UP 2—STORY W BLOCK WALL OCAM NON—BEARING NON—BEARING 5 SCALAs I*' ff SOON WNNI'Ar SCAMS V2,01, -O, NNI' RaX 914LL IWXX (1) FOISAR VERTICALLY tillf (1) ob Poem 0 16, = 11,1104K IN (1) IS ponApt CONQ POURED Call MR CONC. IN"01.11111lop Go" (VOMPY VORTICAL.I.Y v CONC. PER PLAN) r co" UAKU" WW ON PRIOR ON .11DC1111111110 COME b (1) 0 peats C"TINIS PIR (ASTM 0026) 6 -MIL PROLY STRYLIM VAPOR z ON CMINI v cm VERTICALLY IIJV (rmj cm \_311 I** CONC. Pam. W 61YA, WARMER ON z CONC. FOIJIM1112 CILL W emu r WrELL-COMPACtSID CLEAN ON cm UAWA UP OR MMB"04 ON 4 11111PATOP PII.L -7 Fk 644L FIOLY ETWrLIM VAPOR CLM HmGl4T VAMPS F �16 -COMPACTED 01 CUM Mk" DAPPOR ON OULL (2) 0 POUR ON C"Ift 1�11111111614t VARIES CL"D MWW VARIED VAMPS 21-01 (MIN. CUM I "Mi! TREATED P" z IN 111PLAW IP (1) 0 P193 AN ON CHAIRS 14' -4- A CONC 'x6' 314 1110M. 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T 4 (2) 40 PIEMAR 0 I -STORY 1 4 X": x 4 1 4 4 (s) 16 foam 0 2 -stow Wsm Pft"q To me (1) 10 VIEDAR VERTICALLY W/ COINCA, diA6 LINE CONTINUaIll, M -4i INM_ MIN. I PVC SLEEVE MR GAS LNN -Amm - --" : 1 4 -AMC 141 GYP. U- go. N VN' &I cm P wow 0 CM IWORTUALL 7'-I' MIN 3 U21 CONC. 11110". W *,Xbl a- 7 WL4040A W OR P1111111811111'1111110114 ON 6 -ML MXY MTWYUIW YAPfOft -CLRANOW 111"Woop ISA11111111111110111t ON VOLL-CO!'"ACTUD ION SHOWER RECESS FOOTER WOOD CIIeELAP AT FOOTING FOR no INSPECT CLEAN 811"I'm Tp"lw P11j. 7 TRACIC o -c- PK IN 111M 4 z Mo 4 r *0 Inva C14Aft TIM POO" O' -W "K PLR TO YMICA- Irsom -7`11! VERTICAL PE" TO WORIZAMON& TO MMUMCNIAN. L4F"j:p Qy ISIOND ZEAM PERAR W/ 101 wom 4. (1) % PINSAR AT COORNERS (2) 11111101SAR ON CHAIRS 1W 26' LAP MIK 2.6topty 4 (S) RMDAR ON CU411111119 4 411 . , < HORIZONTAL/ VERTICAL '4 � 7,"' A HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP W BLOCK WALL E 1—STORY FOOTING REINFORCING F BEARING_ CHANGE SLAB AT S. G. D. GAS LINE THRU BLACK AT LINTEL CORNERS so" ARCNITECTSS -) /Design ro uine. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 ,5 PH: 407-774-6078 "o FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 E 8 E 0 L I SBDIM 8c LOT KENSINGTON RESERVE (LOT #16) MODELA SEASIDE PROJECT#: 2997.000 PAGE: FOUNDATION DETAILS ARCHMECT: STATE OF FINOM JAN 18 2od 3DAT* 13C :1/4"x_1,_0", 8 ET 4A or 7 .ovvvvvvvv, E 8 E 0 L I SBDIM 8c LOT KENSINGTON RESERVE (LOT #16) MODELA SEASIDE PROJECT#: 2997.000 PAGE: FOUNDATION DETAILS ARCHMECT: STATE OF FINOM JAN 18 2od 3DAT* 13C :1/4"x_1,_0", 8 ET 4A or 7 3' -ON V NJ NJ NJ (P ■ Sol 121-411 up 13' -ON C-4 IN ■ ■ ■ ■ ■ ■ —7 e OMNI l I DOWEL PLAN looN m sm SCALA: 1/4 a V-0' ELEVATION "A' 71 ARCHITECTS I FAX:407-774-4078 I SUBDrV. & L01%. KENSINGTON RESERVE (LOT #16) MODMU SEASIDE (VERSION#01) 29FT.600 PAGE; DOWEL PLAN ARCHrMCT-- ATE OF F:LOFV JAN 18 2018 / J DA' : 1 18 SCAiM: 1/4"'=1'- O" 8XIMET I 4B or 7 CL -b IQ 4 O 11 O TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x S" LINTELS LINTEL 5APE LATERAL LOAPa IPLP) SAFE LATERAL LOADS <PLP) two Total Latrgth two 1.1xv PLAN S'X8' SOL ID IT12 2'-10' Proust 1956 3964 1611 3'-6' Precast 1166 2$0 T-4' 4'40' Precast 844 1614 Prxaet 4'•6' Precast 638 1266. 690 4-S' Precast 566 1163 964 5'-4' Precast 666 058 8'-S' 5'-10' Precast 543 005 Precast 6'4' Precast 634 1364 .-. Prestressed NA. Precast 612 -.._ 128$ _ L-12 6'•6' Precast 515 1211 LINTEL 5APE LATERAL LOAPa IPLP) total Length two 6' DOOR HEADER PLAIN 6' DOOR HEADER SOLID 3'-8' P—a .t IT12 2011 4'4' Praedet I 950 1611 4'-2'. Procset $61 TW T-4' Precast 185 Uar, 4'-e' Prxaet 659 1165 9'-8' Precast 690 1111 6'-8' Procaet 504 964 T -V Pr=aet 411 161 8'-S' Pracsst 356 664 9'•8' Precast 2E6 535 LOTT S Ir/' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 1'•6' 11•$' 6'-0' 8'4 9'-4' 10'-6' 12'-0' 12'-6' 13'-4' 14'-0' 14-V 15'-4' IT -4' 1914' 20'-0' 21'-4' 22'-4'mm 24'-0' NR - Not Precast Premst—� 446 425 --- 538 -� 894—Y4 L-1 FYacast 351 614 Precast 354 145 Proust 211 583 Proust 192 483 Proust 198 620 Precast 164 549 Proust 143 584 Precast 116 404 Precast *4 301. fIrmtressed NA. $41 Prestramod NA. 302 Prestressed NA. 213 FTastroa5wd NA. 116 "stressed Prestressed Prestressed NA. —� NA, NA. -�' IDI) —.A131 --- --�. 120__.—. Prestressed NA. 93 Raoommmdad RECEM L-12 4'-6' 9116-5-(I)JKv'L 2J2. L-13 LOTT S Ir/' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 L INTEL NO. LENGTH Ty -� T-41 5R G IST. COMiMENTS L-1 -1'-8' 91116-841JUKIL 16, OIG. UNO. EXTERIO%b WOOD FRAME L-2 6'-4' &A4-5-(WKVL RECE55ED L-3 9'-4' 9136-8-(IZIKUL A ... �' L-4 11'-4' 9136-8-(IJW(UL ffebTREM L-13 4'-6' 9116-b-()JKV L PRECAST L-6 4'-6' 9116-b-(iJII VX 1 L-1 4'-6' 9116-b-lUWt01L LCOM LL L-6 -1'-8' 9116-5-0UUKI L 62. L-1 9'-4' 8dM6-5d AIKIL Li L-10 '71-8' 8116-541JUKIJL 21 L-11 7'-8' 91M6-5411MUL 21 L -11A 4'-0' &W-b-(WKIDJL RECEM L-12 4'-6' 9116-5-(I)JKv'L 2J2. L-13 4'-6' 9116-5-0AVOIL 2JJM. L-14 11'-4' 9116-5-(11UKI1L i' OTRE96ED WALL LEGEND W-4' 13LK. 51s. 3jj' $NEAR WALL SEGMENT WOOD FRAME I WARWx LINTEL PLAN_ WALL iNTERiOFib 2x4 WALL 0 �ORCUT 16, OIG. UNO. EXTERIO%b WOOD FRAME SCALE. 3/16 = 1'-0' ELEVATiON 'A" •, WALL PER CIOMMUNITY •, ■� Si°ECiFICATIONG. REFER TO 3jj' TADLE N/83 FOR MINIMUM A ... �' 1 GUiR'EMONTS IN'I'1:IR1C?R NON-33EARINCs FURRING MASONRY AT MASC�• RY WORD FRAME WALL, 1'x4 i • Z Or., :- GYER 24' O.G. MAXIMUM, U',NA PLACM i 19 2700 N f71 IIfi f0s L-¢ L-3 V -1r/ 3jj' 0"X14" KNOCKOUT BLOCK �A A LINTEL PLAN_ LINTELcLEdR LENCsiH $PAN �ORCUT LMTEI9TEEL ----- ---GRAYITY 190TTOM DAR TOP DAR SCALE. 3/16 = 1'-0' ELEVATiON 'A" •, 1) �6 CONT1Nuous •, ■� SEE SCHEDULE 3jj' B"X16y KNOCKOUT BLOCKA. A ... �' 4245 •' y Y Y,-, 3000 Fl �A) ^r��U &529 EO 3'-6' PLACM i PRECAST (2)'2 vim '~ TOP 1 `' SEE MULE LCOM LL i°L(171MG>A W.PNS CCM 1111111IMMONINTIIIAW WN 001IT1ON (20K MI11CI11 014402,2 034Mft ' (1) 05 CONTINUOUS Acd 62. lII O GHO! AR ITW a OTFI BOM U7N C2CIII �OT1I 062 • s1iL 8/16-s-0) #5A') 15 PRESTRESSED Li -o " "I C 1 ple A0. MIJfl f7N A CIS 111' Cl1lJM'aITO #Y+A412kIMNG14C1!O =NCLO (AGI SIR MUL OOGMIITI' CP GIvIL IBVaNL"iBM MNMLIM P>:01aN LOAG�01'1014 BxNLO11JtIIi ANP O'IiLR 01Ti1GM CAS 'f-M7�6� � — 7[30^ STIRRUPS AT # 0 4',C 21 (2) 02 �m ( ED"OR MELDED) 21 C NCPW le 01NIBIN M AT 28 OAYl15 26048 BOTTOM BAR 7.61. PI11110-CA01" MWOri41O.YA14O AMS -4000 M _ PRECAST SEE SCHEDULE (PRECAST) 2J2. PIS-GAOT WAPPOMMM 11kirPi7lNGdNlBlt-alloly FM a *U . 2JJM. ORM PSR AV" G4'Mt, - 2000 MO 1W MAUI J%W AIIaI1IIIIII11"11L V TO 11 OL". 5'4' 4'-0' 2L k7NeclN& I'SAMAIS (2) 7 t006 21L 01IIIIIIIIIIi. PLACitD IN PNMCAt/1' LLN'TNI- AT '1'M Oh R4011MA" M AM" MINIM (04000 4)107 1810 1891 221 6"M N I-IMiM ANO *40CICOUT' !LCCA( (MAGT'7A IN MlLO) AMM A" C41III4AM 401 PRECAST (2).5 2& RIB: 1?I4l:Md7i O'04M At" A4*1-11111111111111111- 0111.N I119L119VINP Iii MIN MIN. MI 1423 2A OBTAIL IN ACUpp14D OM 014 AGI 3IM1, 6'-4' V-0' Wk CCJNf.11W" OPWtAtTi M * l Q ' CCA 1 -LY' 141101 ACI 07ANO/4r70t 7B• 140 AL � AND C 41NOT111MON d"L G"XI M TO TFL IPBCFr-41MON OP THE NATICFW- CONGAETE MAGIGNI 1" AIGMATICN AND AGI TETT-f11t 1283 1216 A& IM0AAII.J. 1�- UN11T 1�I'f 0t/i A01 3/15-5-0) 9�5��1) �i rrft 4,J & LOAOv VAI.JM +� WAND ON LURA WAVN4 A WAR" OIC V CWI14 A MNMIJM A=3r A�NW 01150 4 OFA 45 PR#t!'LOItlOA BUp OMCIM COOLS I�11MM rl'IA�i-, WN I�itMCN 00141, 011CI'IGM 140/014 OR A 1101. 1144 PRECAST _ (2)12 110 0=9110pOWMAL WN EOM'ION [20K4 $101U D12MPiJJF 1232 1145 1348 I I I I $'-4' PRECAST 19 2700 N f71 IIfi f0s LACO . '.A •. i mloa f*110D " 3' e/2o-s-w min) s z4 -S-(,) 0/11) 8/16-S—(1) #5/(1i Ji 8(14—S-(1) g/(1) #5 (1) 05 CONTINUOUS 3jj' 0"X14" KNOCKOUT BLOCK �A A LINTELcLEdR LENCsiH $PAN �ORCUT LMTEI9TEEL ----- ---GRAYITY 190TTOM DAR TOP DAR IN FED) •, TOP SAM •, ■� SEE SCHEDULE PRECAST(2) (1) /S CONTiNUOUS A ... �' 4245 lwT 7 RRyIELOm) T 4'—O" Cc &529 EO 3'-6' (i PRECAST (2)'2 (2) STRANOS 7/16-«— r 1 7 MARE STRESS FIEIJEVEU N. M kef PRESTRESSED V -S' PRECAST CABLE 7a' _2415 M03 8/16-s-0) #5A') 15 PRESTRESSED LACO . '.A •. i mloa f*110D " 3' e/2o-s-w min) s z4 -S-(,) 0/11) 8/16-S—(1) #5/(1i Ji 8(14—S-(1) g/(1) #5 ,LR- NOT RECCITOED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL M°E LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENf37H $PAN BOTTM TCP CAPACITY CAPACITY CAPACITY CAPACITY DAR BAR r6+r5L 1175U (U5L (Im n)51- nkSU OPK O.511 1AR1 E Na. 2 REINFORCING SCHEDULE & LOAD CAPACITIES TABLE No. I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS SAFE WORKING LOADS (PLF) LINTELcLEdR LENCsiH $PAN LINTEL TYPE LMTEI9TEEL ----- ---GRAYITY 190TTOM DAR TOP DAR UN4LLEA CAPACITY GRAVITY CAPACITY 1176L (0754 GRAYttr UPLIR UPLIFT GAIIAC17 CAPACITY CAPACITY (IAL (1754 (V5L OM (ML (2)54 2'-10' 1'-6' PRECAST(2) 2 (2) 4 4245 lwT 1809 &529 10020 3'-6' 2'-2' PRECAST (2)'2 (2)02 3$31 3831 4815 4815 4'-0' V -S' PRECAST (2)-Z _ a) 7 _2415 M03 _ 2111 2111 3366 33% 4'-6' 3'-2' P ECAST (2) 02 f2) 4 1343 2165 2165 26048 2608 4'-8' 3'-4" _ PRECAST M12 (2) 4 R32 2017 2011 2421 2421 5'4' 4'-0' PRECAST _ (2) 5 (2) 7 t006 1651 1651 1810 1891 4'-6' PRECAST (2).5 M02 860 1423 1423 1410 1609 6'-4' V-0' P1 CA87 (2J r4 (2) R 140 1283 1283 1216 1405 W-6' 1 5'-2' PRECAST 0`14 _ (2)12 110 1232 1232 1145 1348 V -S' $'-4' PRECAST (2) M M02 682 IS4 1184 1081 1295 14' 6'-2' PRECAST (2) s4 M12 510 991 991 825 1082 1'41' 6'-4' PRECAST (2) N M12 551 959 959 1$4 1041 6'-0' W-8' PRECAST (2) M (2) 02 518 902 _ — 902 _112 984 204 T-0' PRECAST (2) M (2) n 486 851 al V-4' V-0' PRECAST (2) W (2) h 46 126 126 _646 439 _921 190 10-6' 9- FiiECAOT (2)-4 (2)'2 354 618 618 380 613 11'-4' 10-0' + PRECAST (2) 9 (2) 9 3E S6T Vol 311 601 IV -W PRECAST (2)'S (2)f3 292 525 528 271 661 12'-6' II' -2" PRECAST (2)'S (2) 9 211 498 498 251 512 15'-4' 12'-0' PRECAST (2) b� ---(2)9 255 1 458 458 214 442 141-0' 12'-0' PRECAST (2)15 (2)9 239 430 430 _ 190 MID 14'-6' 13'-4' PRESTIMUED (2) N M02 N.R. 40 418 230 446 W-4' 14'-0' PRESTWNED (2) e4 (2) 7 N.R. 319 319 210 401 1'-4' 16'-0' PRES ED (2) r4 (2) n NR 286 288 63 311 19'-4" W -V ED 0) s5 2) 43 224 224 191 254 20'•0' 18'•6' TRENED (2)b (2)9 ft 201 201 122 231 21'•4' 2 "- i M:L"TRE$SED (2) b (2) 9 N.R 111 111 101 206 22'-0' 20'•0' 1 PRESTI. ml; (2) b 1219 KR. 164 164 100 105 24'•0' 22'-e' P KIR 132 L32 84 163 ,LR- NOT RECCITOED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL M°E LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENf37H $PAN BOTTM TCP CAPACITY CAPACITY CAPACITY CAPACITY DAR BAR r6+r5L 1175U (U5L (Im n)51- nkSU OPK O.511 1AR1 E Na. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x iG" COMPOSITE LINTELS LN1EL TYPLIE L $� rjRAyrly GRAVITYBAR lic 1_ LL*TH PAN PACITr ACS— STT f f (1 76LLCIcIT I(ICAPACI5Y TABLE No. B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28' COMPOSITE LINTELS LINTEL WVITY LENGTH PAN LINTEL TYPE�ttOh1 BARS 6TEEL R f0)51.CAPACITY (IrCA, Ar SL (1154 f175 L(175U (ML ACTT mu TAULL-LQ—A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL C4 -FAR � T LENGTH 6 s LINTEL TYPE LINYEL STEEL _ �� CA�PAC iY I CAPACITY CAP'AGIT� CAPACITY BD1Tw BAR DP TSAR (01t5L (IAU m'Z (I)bu (IML (1)154 (1)bL (2.7«94 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTEL$ LINTEL CLEAR LINTEL TYPE LINTEL 6TEEL PLAN GRAVITY GRAVITY UPLIFT UPLin LENGTH $PAN BOIT(JM BAR TOP BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0ML (1)54 (175L (IMU (1751 fIMU f1ML (2MU TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTLL CLEAR LIN1EL TYPE LINTEL STEEL 11VILLDGC1VI11 GRAVITY UPLIFt UPLIFT .ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY 50TTOM 545?TOP BAR CAPACITY (1ML (0ML1 (V51. (InU I n75L (IMU (IML IZMU NOMINAL WIDTH/HEIGHT OF LINTEL IPLAINORf% NTEL [8/16-P-#U/#L] No. OFADDITIONAL#5 BARS IN UPPER OR LOWER LINTEL CAVITY 30- 3w" a- , TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 67£EL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTCM BAR TOP DAR (0ML (IM4 (IML (V*1 (M Or84 (IML (2MU T REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) A" X 14" COMPOSITE LINTELS LMNEL CLEAR LINTEL TYPE LINTEL 6TEEL GRAVITY GRAVITY UPLIFT UPLIFT -EN07w SPAN CAPACITY CAPACITY CAPACITY CAPACITY bollc M BAR TOP $.AR (OML ll) all lVSL (1)54 Al-{1fl75tl f115L 1215U TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER FNiEL CLEARi i LINTEL TYPE LINBAR TEL S L pP DAR 0N8 . (MU 1(I)CwFL('1"n1"4CACCAur�ACCTACITYEN,iH SPAN GQPAGITY CACITY CAPACITY CAPACITY 3R' A, ARCNITECT8 LVI9l1 WVVW, rL 3C(.7V PH: 407-7746078 FAX:407-7744078 www,abd esigngrou p.com AA #: 0003325 R • /-, 4 y 4 .'y i• y � ARCNITECT8 LVI9l1 WVVW, rL 3C(.7V PH: 407-7746078 FAX:407-7744078 www,abd esigngrou p.com AA #: 0003325 KENSINGTON RESERVE (LOT #16) SEASIDE (VERSION#01) PROJECTOF: 299'7.49(1 PAGE: LINTEL PLANZ E LO TT' S ARCHTECT� SIT4TE C!F RCIDA wii Tal : 1 /17 /18 S (41111=1, _ 0» SHEET 4C or 7 \000000000 KENSINGTON RESERVE (LOT #16) SEASIDE (VERSION#01) PROJECTOF: 299'7.49(1 PAGE: LINTEL PLANZ E LO TT' S ARCHTECT� SIT4TE C!F RCIDA wii Tal : 1 /17 /18 S (41111=1, _ 0» SHEET 4C or 7 A R C H IT E C TS DesinGros . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r 1 �IIIIIIIIII .000vvovvoJ d� SUMM +Bii: L,R"!T: KENSINGTON RESERVE (LOT #16) MODEL.- SEASIDE ODEL:SEASIDE (VERSION#01) PROJECTAF: 2997.000 PAGE: LINTEL PLAN CAST -CRETE rAARCHnECT-i NATE OF F�..t�RIDA DA": 1/17/1$ SHEET 4C OF 7 HEADER SPAN CHART (HEADER SIZES FER CHART, UN.0J SINGLE STORY" APPLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE CONTROL DATE: 01-0I-15 UP TO 5'-4' SIMPSON V-4' TO 'I'-0' I USP i' -O' TO 10"-0' DBL 2 x 12 _j DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 5'-0' TO 6'-4' META -16 1450 HTA 16-0 1400 AT EACH END OF HEADER (1) 10d x 1 1/2" I -PLY, (6) 166 2 -PLY, (USP: (10) 10d X 1 1/2" - NO 16d OPTION) (2) META -16 1985 1900 (2) HTA 16-18 2800 (10) 106 x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') (14) 1601 2 -PLY (USP: NO 1601 OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1510 HTA 20 1615 (9)10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 106 x 1 1/2', NO I6d OPTION (2) HETA-20 2035 2500 -- (2) HTA-20 3110 (10) 10d x 11/2' I -PLY USP: (10) 10d x 1 1/V (12) 16d 2 -PLY (USP: NO I&d OPTION) OLGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4" TITEN, 2 PLY (USP; (5) 1/4' WB, WOOD 116) 10d V) PETAL -20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY MGT + 3965 MUGT 4000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY.(MIN, 12" EMBED), (22) IOd TO WOOD (UBP: (28) 10d TO WOOD) w HGT-2 + 10980 HUGT-2 9365 (2)3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (8) 10d) LGT3-SDS2.5 3285 LUGT-3 5330 (12) SDS 1/4"x2 1/2" TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL IUSP: CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 106 x 1-1/2" (USP: (10) 10d x 1 1/2' VGT 4940 _ NO USP CONVERSION FOR 5IM115ON VGTv (1) 5/8' A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-5DS 1/4'X3" TO WOOD -- (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-8D5 1/4'X3" / 2 PLY MTS -12 1000 MTW 12 1595 (14) 1001 x 1 1/2" (USP: (14)1001 x 1 1/2", (14) 106) HTS -16 1150 HTW 16 1660 (16) 10d x 1 1/2" (USP: (16) 1001 x 1 1/211, (16) IOd) HTS -20 1450 HTW 20 2045 (24) 106 x 1 1/2" (USP: (24) 10d x 1 1/2", (20) 10d) HT6-24 1450 HTW 24 2045 (24) 106 x 1 1/2' (USP: (24) 106 x.1 1/2", (20) 10d) L6TA-12 ++ 925 LSTA 12 910 (10) lod USP: (10) lod LSTA-18 ++ 1235 LSTA 18 1360 (14) 10d UBP: (14) 10d� M5TA-18 ++ 1315 META -18 1315 (14) IOd USP: (14) 10d M6TA-24 ++ 1640 M5TA-24 1150 (18) 10d USP: (18) 10d M5TA-30 ++ 2050 M5TA-30 2140 (22).10d USP: (22) 10d — M5TA-36 + 2050 M97A-36 2525 (26)10d USP: (26)IOd I-- 1-15TI-36 3800 KSTI 236 3090 (36) 10d x 1 1/2' UBP; (36) 106 x 1 1/2' V) MBTI-48 5065 KTSI 248 4250 (48) 10d x 1 1/2" USP: (48) 106 x 11/2- 1/2'H6 H& 950 LFTA 6 1595 (S) 06 TO PLATES, (8) ad TO STUDS CUSP: (16) 8d x 1 1/2", 6(6) 8d) 8P4 885 SPT 4 945 (( ) 10d x 1 1/2" TO STUDS USP, (( ) IOd x 1 1/2' TO STUDS A34 395 MP 34. 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2" TO POST. USP: (4) 8d x 1 1/2" TO BEAM; (4) ad x 1 1/2" TO POST, HCP2 645 HHCP 2 1010 (12) 1001 x 1 1/2" USP: (10) 1001 x 1 1/2' TO TRUSS, (10) 1001 X 1 1/2" TO PLATE H10A 1340 RT 16A 2180 (16) 10d x 1 1/2" UBP: (9) IOd x 1 1/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT* HDU4 4565 PHD 4A 4535 (I6) -SDS 1/4'x3' TO WOOD, (10)-81D5 1/4'x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH. EPDXY, (10) WSW WOOD SCREWS VGT 4 HD1B 4940 TDX 10 5110 (16)-5D5 1/41x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WA6HER/2PLY UBP: 1/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8" THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH BTRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC., (12) 1601 TO WOOD UBP: SAME AS BIMP60N ABU 66 2300 12000 PAU 66 2535 13515 (1) 11 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONIC., (12)1601 TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 —LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONIC., (8)10d TO WOOD USP:, SAME AS SIMPSON ry 0 LTT205 +++ 1500 LTS 205 1105 (I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., 00)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) IOd x 1 1/2", 2-1/2' U WTT4 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (1$) SP -10 X 1 1/2" (USP= (20) 16d X 2-1/27 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1.1/2', (20) 1601 x 2 1/2' - Z Q HTTS 5090 HTT45 5430 (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) 16d X 2 1/2" (USP; (20) 1( d X 2-1/2") U8P 1445 MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 1601 x 2 1/2' HHDQII-8D5 2.5+ 11,810 UPHD Il 12090 /U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS Y4' x A' WOOD SCREWS (USP: (24) W$3 WOOD SCREWS) HD115 6645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONIC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N MBHA 3.56/11.25 3415 5330 NFM35X12U 3165 1130 SIMPSON: (U 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (U 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)106 TO BEAM USP: (1) 12' J -BOLT W/ MINIMUM Co: EMBED. 4 NOT LE85 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 192d AT J015T ry W ('D HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (10) 166 TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON Z HUC410 (CMU) 1810 5085 H0410 IF 1905 3115 (IB) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (UBP: (16)114' x 3" W63 SCREWS, (10) IOd TO WOOD. rHUC210-2 (CMU) 1810 5055 HD210-21F 1905 3115 (I8) 1/4" x' 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (16) 1/4' x 3'W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 1 3115 (18) 1/4'x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (IS) 1/4" x 3' WS3 SCREWS, (10) 1001 TO WOOD LGUM26-2-SDS 1430 5595 NO UI CONVERSION FOR SIMPSON LGUh126.2-SD9 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH BTRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 1001 x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION FIR OR TO INSTALLATION. ++. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" W I— A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY.AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USER WHEN USING STAINLESS STEEL CONNECTORS, USE 87AINLE88 STEEL FABTENER5. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR8, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTOR$ C-2013" "HIGH WIND -RESISTANT CONSTRUCTION C-HWI AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-8AS-2012. HEADER SPAN CHART (HEADER SIZES FER CHART, UN.0J SINGLE STORY" APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 V-4' TO 'I'-0' DBL 2 x 10 i' -O' TO 10"-0' DBL 2 x 12 1 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-O' DBL 2 x 12 W -O' AND OVER 2x12 (+'2 SYP) 1/16,085 (TYP.) NAIL (3) 12d 6'-8' O.C. TYP. 2x12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UN.O. 4'-I1 1/2' i' -II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U,N.O, 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N,O; • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR, STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRCS. HEIGHTS I-I�TIf�f.l�._1T1�1 BRC. LOAC) 5R3. WALL NON-5RG,WALL ROOF PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' CJ1 — -�--1j---rl--T--II—T--r----�1 II I I I I I I I I I I I I) (I II (I I) I) I) II I I I I I I I I ( I CJ3 II II II II II I II II II II II h II 4 II II II h II U II ( I I I I I I ( I ( ( I I II II II II (I CJ5 — II p II II I II h II 11 II 11 II II II II II II 11 h �_1l_�_ ._ll__._ L=L_L -II=A=-1 AOtCx _ _ _ _ _ _ _ (2) META -I6 (2) META -116 A02 Ami - I II I A04- 1 I II A05 - I A06 II �- A08 _ AOS A10 A10 AI0 Ai 0 � AI0 AllIr _ - I All I 1 All -- _ = I II Al2A = = _ _ _ - __ _ _ __ Lam_ _ i I I A13A- I I 1-----_J A14A A15A LBW W/ 2X4 ,s 12' O.C. A16A ATTIC 1 ACCESS �Q 4X4 _, (2)1 %' X 1Y4 POST 1 (2) JACK t (2, AIBA- I I AIIBA TRUSS TO — MT6-12 ■■ 002�- - 002 on on on r„ ii 11. Lfil 230 ICI. MILy 1. i ...■I ` HUC-410 s A R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: ROOF FRAMING PLAN wtII1l�Irl ARCHITECT- STATE OF FLORIDA 0 2010 ATE: 1/17 /18 �6111CALE: 1/4 tp=1' - C SHEET 5 or 7 �II"I"III \DDODDOOOOJ SUBDIV. & LOT KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: ROOF FRAMING PLAN wtII1l�Irl ARCHITECT- STATE OF FLORIDA 0 2010 ATE: 1/17 /18 �6111CALE: 1/4 tp=1' - C SHEET 5 or 7 ■ m R-35 INSUL. MIN. TEXTURED CEMENTIOUS ---- COATING PER ( ASTM CS2 (o)T't' P. SEE FOUNDATION PLAN FOR r -OOT INGrS PRE- ENCS. TRUSSES STRAP PER FRAMING NOTES P.T. 1x2 W1 MTL. DRIP EDGE BOXED OUT AS SQUIRED /--(2) 2x12 BEAM l Ir 0'-¢3w IN, FIR ENTRY FRAMING SECTION DETAIL ARCHITECTS FAX:407-774-4078 www. a b d esigngro u p. co m AA #: 0003325 sUimrv. 8e LOT KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) P'ROJEGT41: 2997.000 PAGE: ENTRY FRAMING SECTION DETAIL ARCH T= STATE OF FLORIDA F JAN 1 0 0 0 ID TE: 1,/17/'18 CALM: 1/4"=1'— O" SHEET 6 OF ( I �IIIIIIIIII .0000vovvoJ sUimrv. 8e LOT KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) P'ROJEGT41: 2997.000 PAGE: ENTRY FRAMING SECTION DETAIL ARCH T= STATE OF FLORIDA F JAN 1 0 0 0 ID TE: 1,/17/'18 CALM: 1/4"=1'— O" SHEET 6 OF ( I LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE N: SEASIDE LEGEND LOAD INFORMATION VA 2599 %FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 71817 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 31100 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DMMASHER 4WD (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 248 CFI IIOM1I 09 011tl.l:1' SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,863 VA x (.4) 15,545 TOTAL NET GENERAL LOAD 2M 5-70N HEAT PUMP#1 30 AM? X (240 VA) = 7200 0)41i:1PJOPR 5—KW ELECTRIC HEAT 5000 VA x (85%) 3250 01114tI:IRI°I OUTLEt NET GENERAL LOAD JAW NET TOTAL HEAT 10.41H TOTAL LOAD 31,995 CALCULATED LOAD FOR SERVICE 35,995 VA / 240 V- 149.98 200 AMP SERVICE 3-W OMIFA N TFiAN810ORMER I'3ANNC" 16 *VA VOLTAGE. 1620/13200-240/400V 6ERVICR: SINGsLE PHASE TYPES UNDEW--ROUND AVAILAIN INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* (120/240 VOLTS) MAXIMUM FAULT CURRENT: 193°.60 amps POWER COMPANY TRANSFORMER SERVICE 13Y OTHERS CiRAPE LINE (3) w 1 THHN/THLLN CCaPMR CONDUCTORS, (1) • +6 7WHN/THWN COPPER CiROLIND IN 2" C04DUIT. NEMA 3R 2M AMP 120/240 cox, O VOLT 42 018CONNECT CIRCUITS M AND METER MLO CAN 200 AMP. M4 / DATA WEATHER PROOF1330X �I�M�Y�Slr�_M�00�NONC* f RRMMAAU. AT LOW VOLTAGE CONNECTIONS 200 AMS'' ELECTRICAL RISER NOTES RLZc;TRICA4L MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELIC. C=E, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE %4 THHN/THWN COPPER GONNBCTEP TO CONCRO'M ENCA4SM FOOTER STEEL AND COLD WATER PIPE. N=s IF PVC IS IMP THERE IS NO 5ON0ffsFK UNP TO COLE) WATER PIPE. ELECTRICAL PLAN SCALE: 1/4 = P-0' 1EELIEEVAATION 'A' CA ALE / TV WEATHER P"lOOF sox METER VERIFY LOC. DED. 2® AM OUTLET FOR M WAVE VENT M. WAVE TO EM RIOR A R C N IT E C TS LON.GWOOD, FL iHi0 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIID1/ cNITLET aauM uu�eaNn OTA i®eoataar ® IMDV FLOOIR �'I,LE.I, LmIiPm w►awm fAArui t atts�ee [rayree RBIdI'AMQ IUDV BWIt*IED [)Irn.ET 6auwv uvea mart mi i�eiata�r CFI IIOM1I 09 011tl.l:1' dalirrwo uva�aiw intui t �1M° 22W Oljw 4 WPM OUR41CitQ� 0)41i:1PJOPR 01114tI:IRI°I OUTLEt OWCl &A= 3-W OMIFA N $4 sawA 4-4W = PIMMER ER awtw WALL. M01NM LIGECI' t� WALL scmm Imm-WIR CEILING MOIXTW LI414t 4�i F86EQ C,ArI VAPOR PIWOF FI mum VENT FAN VINT FAN IW }5� Lw 24" LMW 6TFin°' — 4B" LIGHT STRIP 0 alt pW* 24" RAlOmmw PARI. — GIXJCrARED WFiE PANEL Nib METER O IlMae pOTEGrAR CAF" TOR `,Re '• VIM �"'I ,, c 1p. D9MCt01R COMSO PWANT LOW Z7JACK 4 am OVU7 ( CEII M FAN / Lw CaLmou� 6 etc Mt hwww J_wxpLitlk ciLmew wall wvTOa t MIR MGM 9FEAQR PM -WIRE .. R= LW ® SY6181 KMAP ® DIGIWAL KMiPAD WATER 1 EAM �J u DISCONNECT AIR COND. DIBGQNrICT TMZAGIGN JACK LC0..1 L01TM T • . , DOER C 4MO NOTE: -PWME OUTLETS 4 TELEVISION JACKS TO BE DETERMINED 13Y BUILDER / IOMECXNER -ALL RECEPTACLE$ IN I4ABITABLE LOOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C N IT E C TS LON.GWOOD, FL iHi0 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �I'll"'lll \000000000 E 8E 0 r c 9SU13DrV. +lie LJC l%. KENSINGTON RESERVE (LOT #16) MOD3CI.Ae SEASIDE (VERSION#01) 2997.000 PAGE: ELECTRICAL PLAN r�HnECT: NATE-_ CaF F�.OF�DA JAN 1 Z3 TR: 1 f 17 f 18 Ai E: 1/4 91 -MILT 7 or 7 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE -- NOTE: NOTE: OVER #30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED Sol AS NEEDEJAM5D INSTALLED PER SECTION R%* OF THE FBCR, —PRS -ENGINEERED TO PLUMB JAMB. �' 6TH EDITION (2011) GABLE ROOF TRUSS S' CMU BLOCK DO Not EXCEED S" CMU BLOCK DO Not EXCEED OVER ROOF SHEATHING (TYPE AND ATTACHMENT T �t FIRST BLOCKING BETWEEN TRUSSES � DRYWALL " �" DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE" AT FI O.G.) BAYS ATH( SEAMS) P.T. Ix4 or x4 MIN. Ix4 or 1x2 P.T. NAILER P.T. Ix4 or x4 MIN 1x2P.T.NAI LOCKING FASTENER SHEATHING (SEE WINDOW/DOOR JAMES BLOCKIWs (SEE WINDOWCOOR JAMB BLOCKING 1x4 or P LER B METAL DRIP EDG FASTER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCI-EDULI= FOR ATTACHMENT SCHEDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10" HIGH MEMBER w/ (2)12d NAILS 8" FROM TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. 1x4 or i'x4' MIN: , (PER ASTM C%b) OVER PAPERBACK (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and +� 18' O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED 7 BEECURE P.T. 2x8 TO BLOCK w/ " x 9' (1) �" TAPCON (MIN. EMBEDMENT 149 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN � ANCHOR BOLT w/ 2 WASHER, SET IN ,�all WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ Y4 or + ) WINDOW TO BLOCK (+3 } or FROM EACH END and � I8' O.G. MAX METHOD PER "NAILING SCHEDULE' (6" MIN. EMBEDMENT * 32' O.C. MAX) DOER JAMB TO BLOCK(A4" Or + �V4" DQQR JAMIE TQ BLQCK Il') (1) DRIVE PIN, 8' FROM EACH END and � (+3 s 18' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A Y � 4E SCALE. I'00 Lu/ 12d NAILS � 8" O.C. MAX SCALA: I'1 �' MIN. SHANK SIZE ,145 MIN. HEAD SIZE 300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH4 MIN. EMBEDMENT 141 TRUSS w/ (2)12d NAILS --- PLASTIC OR METAL WEEP SCREE INSTALLED S MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM fl: TO PLUMB JAMB. TO PLUMB JAMB. SECURE t0 BLOCK w/ (1) " TAPCON 0926) OVER CM - ATT (R -VALUE BE PEERR ENERGY INSULATION CALCS) DO NOT EXCEED ` DO NOT EXCEED ° (MIN. EMBEDMENT 1 J') 8' FROM EACH 11 11 GYPSUM BOARD OR J' HIGH STRENGTH 8' CMU BLOCK 8 CMU BLOCK END and a 18' O.C. MAX CEILING BOARD �` DRYWALL DRYWALL or (i) DRIVE PIN, 8' FROM EACH END .and B LOCK WALL SECTION — GABLE ROOF oNC.1=ILLED U-3LoCK w/ ll) (SEE WIt�DOWroonR JAMA oc.T.Ici Ix4 or 1x2 P.T. NAILER P.T. Ix4 or °x4" MIN. 1x4 or 1x2 P.T. NAILER +� 18' O.C. MAX Cx1.E STORY SCALE: 3�+=I�-' CONTINUOUS DEBARASTtaRcDULI= FaR ATrACHM�Nr DOOR CASING is W►>yDr�wnav©R �AMi �I ocKlr6wp 16 ' OSB (4" WIDE MIN.) MIN. SHANK SIDE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. DEAD SIZE 300 DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1" SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8" FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED �'O BLOCKING OVER *30 FELT PAPER (OR APPROVER EQUAL) PER MFR'S SPECIFICATIONS) P.T, 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, » NOTE: SECURE TO BLOCK wl (2) ' TAPGONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 STRUCTURAL 2x MUST BE ON OUTSIDE # SECURED (MIN. EMBEDMENT 149 8' FROM EACH DOOR JAMB TO BLOCK (+1 Y"} THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) END and 6 18' O.C. MAX METHOD PER 'NAILING SCHEDULE OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B sCA�.. I,=l,-m, w/° TAPCON MIN. 1 J" EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and � 18' O.C. MAX M St RE -ENGINEERED ROOF TRUSS WINDOW TO BLOCK(+3 � " MIN. SHANK SfZE .145 E BEDDED RAP ATT OR BLOWN -IN INSULATION 1SMIN. HEAD SIZE 300 (PER PLAN (R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 16 MIN. EMBEDMENT I SHIM ASNEEDED 4F TO PLUMB JAMB. SCALE. 1'4-0' METAL DRIP EDG " GYPSUM BOARD OR J' HIGH DO NOT EXCEED P.T. 2x8: 2x6 SUB -BA STRENGTH CEILING 50ARD8 CMU, BLOCK SECURE TO BLOCK w/ (2)TAPCONS VENTED . —CONC. FILLED U -BLOCK wl DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x PLANa' (SEE W1NDow/Do0R JAMB BLocKINCx Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and G 18 O.C. MAX - RECAST LINTEL FASTENER SCHEDULE FOR ATTACWMI=NT �" OSB (4' WIDE MIN.) TO PLUMB JAMB. (2 8' '� DO NOT EXCEED �° (2J DRIVE PINS, FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING a 18' O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW SPEGIFIGATION (ATTACHED TO BLOCKING 8" GMU BLOCK MIN.. SHANK SIZE .145 PER MFR'S SPECIFICATIONS In DRYWALL MIN. HEAD SIZE 300 P.T. Ix4 or i'x4" MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT' 1 j' NOTE: (SEE WINDOW/DOOR JAMB BLOCKING STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 'FASTENER SC1�4EDULE FOR ATTACHMENT P.T. lx l4" WIDE MIN.) ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (12 -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL W/ a' TAPCON MIN. I i' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK wl (1) 1' TAPCON PLACE SILL (PER BLDR) j' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1)wo REBAR VERTICALLY IN WINDOW TQ BLQCK +1 1�S„ PER MFR'S SPECIFICATIONS) END and 0 18" O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL ( ) NOTE: C926) OVER GM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8 FROM EACH END and ` 18 O.G. MAX all CM 4" P.T. FURRING STRIPS 6 16 O.C. 4C THROUGH NON-STRUCTURAL MEMBER Ox or " OSB) SCALE: I =I -r� I6 MIN. SHANK SIZE .145 W/° TAPCON MIN.1 J" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 —MOOD BASE MIN. EMBEDMENT 1 ill NOTE: WINDOW TO BLOCK (+3YI 6 SHIM AS NEEDED'� ff P.T. (2) 2x6: 4 .. °� 8 � to PLUMB JAMB. DOOR JAMB TO BLOCK (+3 �, ) 4' ONCi�ETE SLAB DO NOT EXCEED' 4F SCALE; ,'=r0 SECURE TO BLOCK wl (2)" TAPGONS 4 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18" O.C. MAX --EXTERIOR WALL FOOTING 'DRYWALL or UPLIFT UP TO I,IrtS 1 (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKII SIMPSON HTS20 wl (10) 10d NAILS TO TRUSS 4 18' O.C. MAX SINGLE S1'DRi SCALE: 3/4'=I'-0' FASTER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) X2 TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK 61ZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS MIN. HEAD SIZE 300 II (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 Ib ONtINUOUS BOND MIN. EMBEDMENT 14' BATT INSULATION ADHERED TO CEILING GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS BEAM (2) SIMPSON HT520 EACH SIDE OF TRUSS W! BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) 'X2 " TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND REAM NS THROUGH NON-STRUCTURAL MEMBER (Ix or a" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE BLOCK Wr (2) " TAPGO . w/ " TAPCON MIN. I i' EMBEDMENT INTO BLOCK (MIN. EM�3EDMENT 1 �') S' FROM EACH END and 6 18 O.C. MAX TAPGONS MIN. or OPENING 2211 x 30" MIN. _ 001) CASING AT SIDE WINDOW TO BLOCK (+2 Y4 2' COVER ((2) DRIVE FINS, V FROM EACH END and „ 2 APART 18 D.C. ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y4 } TRUSS ANCHOR RETRO -FIT MIN. SHANK SIZE .145 3 SCALE: NTS. WOOD CASING 4 GYP. BOARD BOARD (TYP) SCALE; I'=I'-V SCALE: N.T.S. MIN. EMBEDMENT 1 A R C H I T E C T S -) DesonGrou��. Ph1: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 11111111111 \OODODODODJ ff IV. & LOT: KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JAN 18 I 'E: 1/17/18 S ALE:1,/4»=1'—O" SHEET SIZE NAILING SCHEDULE LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 yal .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE 0,5.5. or V CDX PLYWOOD - ek;I RING SHANK GUN NAILS a 4" O.C. a SUPPORTED PANEL (16-20 RINGS 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) PRE-5NGINEFF, SD ROOF TRUSS PRE-ENGINEERED ROOF TRUSS EDGES AND 8d RING SHANK GUN NAILS 19 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ek:1 RING SHANK WN NAILS 41 O.C. EDGEWISE.ECURE 2x TO CMU w/ (3)�p x Sl 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, ROOF DIAPHRAGM CEMENTITIOUS TILE or METAL CDX EXTERIOR PLYWOOD or IV32' APA -RATED 0.5.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -9 61 O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 5d RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. ' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. TOP CHORD BLOCKING is 4 O.C. MAX IN FIRST (2) FRAMING SPACES 0 EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS Lu ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (V MIN. EMBEDMENT) NOTE: (1) ANCHOR BOLT LOCATED b' FROM TOP AND BOTTOM 4 (1) NEAR MID -CENTER ------DOUBLE TOP PLATE TO STUD Lu/ SIMPSON 5P4 (USP SPT4) 0 32" O.C. MAX x STUDS a 16" O.C. MAX UNLE55 NOTED OTHERWISE x CONTINUOUS STRESS BLOCKING f MID -WALL A v DOUBLE TOP PLATE TO STUD wl SIMPSON SF4 (USP SPT4) a 32' O.C. MAX 2x STUDS e IV O.C. MAX UNLE55 NOTED OTHERWISE x CONTINUOUS STRESS BLOCKING a MID -WALL A 3(r,' O.S.B. or V PLYWOOD or or RAFTER ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS f 4' O.C. GYPSUM WALL BOARD _1 "GYPSUM WALL BOARD PANEL EDGES AND 86 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND &a RING ROOF SHEATHING—\ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SWANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQ IREMENTS 1) #5 RE5AR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) _-----CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE 5ECURE BOTTOM PLATE TO SLAB w/ (1) 10d CUT NAIL a 321 O.C. MAX 6 R BOTTOM PLATE TO SLAB w/ x 15' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) b v EMBEDMENT MIN. tv 32" O.C. MAX STUD TO BOTTOM PLATE w/ SIMPSON SP4 (USP SPT4) 6 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 yal .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) O.C. MAX WALL FOOTING ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE NTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE 4 4 BU�LnING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) 4' .. 4 NTERIOR BEARING NTERIOR BEARING WALL FOOTING 6d PING SHANK GUN NAILS o 4' O.C. j ---EXTERIOR WALi- FOOTING INU (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 50T70N EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . . . . . . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCALE: 3/4'0-0' 4A SCALE- 3/41911.01 4B SCALE, 3/4'0-0' Lu c 5d RING SHANK GUN NAILS 6" O.G. IN FIELD ...... . ...... 10a •w PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS 4'- V M IN IMUM OVERL AP FOR TOF PLATE 6FL I CE U-1 SECURE TOP PLATES w/ 1(d COMACCO MON NAILS 4" OL, U- 5;nlmo I Z>-ZN TYR. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING z (O.S.5, TO BE STRUCTURAL GRADE) OU5LE TOP PLATE TO STUD a Lu S x WOOD or METAL STUDS I 6w/ 32IMPSON O.C. MAX SP4 (U5F SPT4) 24" O.C. MAX /-2x CONTINUOUS STRESS c8d (NOT LOAD BEARING) RING SHANK GUN NAILS 6 12' BLOCKING 0 MID -WALL O.C. N FIELD 2x STUDS tv 16' O.C. MAX ID Z or UNLESS NOTED OTHERWISE W 56 x 3" SCREW SWANK BALLISTIC NOTE, ST FLOOR STUDS TO 2ND FLOOR STUDS v ID ',-D- ELECTRO GALVANIZED STRIP i b cl DO NOT SPLICE TOP PLATES WITHIN V-0' SECURED w/ SIMPSON OR USP M67A36 :t /---3/4' TSG 5U5FLOOR (ATTACHMENT /4-1 TOG SU15FLOOR (ATTACHMENT 10 OF ENDS OF WOOD STRUCTURAL PANEL H NAILS 6 12' O.C. IN FIELD -� xn � METHOD PER 'NAILING SCHEDULE SWEAR WALLS. METHOD TWOD PER 'NAILING SCHEDULE') 73 UNTHREADED SWANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE ENGINEERED FLOOR TRUSS . . . . . . . . . . . DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TOG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 16' O.C. MAX (OA5. TO BE STRUCTURAL GRADE)3 SCALE: 3/4'-1'-0' \---------DOU5LE TOP PLATE UNLESS NOTED OTHERWISE 9 GYPSUM WALL 50AW i" GYPSUM WALL BOARD CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: PRE-ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING 0 MID -WALL DIAGONAL BRACE a CENTER OF TRUSS SPAN or X4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS V x V ANCHOR BOLT w/ 2' WASHER (41-01 O.C.a SHEATHING SEAMS) 2x STUDS s IV O.C. MAX SET IN SIMPSON HIGH STRENGTH DIAGONAL BRACE TO BE 6 ANY SPAN V0 OR UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) V 5 GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 6YP 02 DIAGONAL BRACE w/ (3) S CURE BOTTOM PLATE TO EMBEDMENT MIN. f 32' O.C. MAX E ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 0 12d NAILS EACH TRUSS (DIAGONAL 5LA5 w/ (1) 10d CUT NAIL s TUC) TO BOTTOM PLATE w/ -0" - 30-0" USE (1) X -BRACE r!X-5RACING TO COVER 5 -TRUSSES r>32' O.C. MAX SIMPSON SF4 (USF SPT4) 6 32 301-111 - b0'-0' USE (3) x -BRACE (1) X -BRACE -6 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS... ... . . ... . . . . . . . --iNTERIOR BEARING WALL FOOTING -dNTERIOR BEARING WALL FOOTING OVER 41-10, HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. W/ UPLIFT SHOWN w/ CMU (FRAME CONDITION B ------------------------- SCALE: 3/4'40 5B SCALE. 3/4'zl'-g)l SAME X -BRACING REQUIREMENTS) A \-----CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS GABLE X -BRACING INSTALLED Q M[D-POINT OF Tf;ak5 SPAN WALE: 3/4'e -P-0' or 10-0' O.C. MAX A R C N I T E C T S '400� I 0 FAX:407-774-4078 www.abdesigngroup.com AA#:0003325 i I S"UBDIV. & L07 KENSINGTON RESERVE (LOT #16) MO]SEL..: SEASIDE (VERSION#01) PROJECT: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JAN 1 82018 D E: 1/17/18 ALE: 1/4"=l'—O" SHEET D 2- �'I""I'II I S"UBDIV. & L07 KENSINGTON RESERVE (LOT #16) MO]SEL..: SEASIDE (VERSION#01) PROJECT: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JAN 1 82018 D E: 1/17/18 ALE: 1/4"=l'—O" SHEET D 2- -- 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS /--P RE -ENCxINEERED TRUDS or MIN. (4) lOd GUN NAIL I* COLLAR TIE tv EVERY OTHER m RAFTER w/ MIN. (3) 12d NAILS or ' GYPSUM BOARD OR ""y MIN. (4)10d GUN NAILS HIGH STRENGTH CEILING IMPSON VTCR or USP VTTBOARD SPACING ( 1) -6 EACH END 2x RAFTE INGLE 2x TOP PLATE AND 6'-0" O.C. MAX 1x8 NAILER SECURED t0 TRUSSES ° �v- BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS a EACH TRU �' GYPSUM WALL BOARD ° 2x WOODS STUDS 6 24' O.C. a RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) o MT512 or USP MTW12 A T t CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP MSTA24 SECURE BLOCKING t0 TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)124 NAI -5,0 EACH END. BCAL:/-=r-m' RE -ENGINEERED ROOF TRUSSES ECURE BOT70M PLATE tQ OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 1' MASONRY NAILS -6 322' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'0-0' 2x4 SECURED To GABLE END wi (2)12d -0 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END wf (SEE FOUNDATION PLAN FOR (2) 12d SPACED 6' - 8' Q.C. MAX SIZE AND REINFORCEMENT) g4 Q ATER RESISTANT 5ACKER50ARD (DENSHIELD) 2x4 RAFTER 19 24" O.C. —1/2' DENSHIELD (SEAT DECK MUST F.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 INTERIOR NON --BEARING WALL or 8" CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF BLOCKING IEACH END + A p � LE: 3/4'4-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHED) /-PRI-ENGINEERED Ti�U55 AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKINGS EACH RAFTS P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED +�16" Q.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) L 'GYPSUM BOARD OR YARIEs FSR PLAN INSTALLATION SIMPSON H25A or USP RT -IA OWER PAN EACH RAFTER TAIL CONNECTIO' HIGH STRENGTH CEILING BOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 � TOP OF EACH RAFTER CONNECTIO W TOP CHANNEL (25 GAUGE)TOP CHANNEL TO TRUSS wl --- DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24' O.C. MAX) SCALE:3/4'=1'-0' 5 BCALE: 314'=14' ' GYPSUM WALK BOARD 3 " METAL STUDS (25 GAUGE) 0 24" O.0 w/ FULL LENGTH LATER OF A PRECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. SECURE 2x TO CMU wf (2) %," x 3' TAPCONS 3 �/" BOTTQM CHANNEL f25 WITHIN 8" OF EACH END AND 018" O.C. MAX CURE 2 4 ti At Ta 0 (M 4 MIN. WITHIN 8' OF GAUGE) BOTTOM CHANNEL TO BLOCK w/ CUT NAILS SLAB w/ 106 x 1' MIN. MA50NRY DRIVE PIN` NAIL w/ WASHER 6 32" O.C. MAX. IN. DRANK SIZE .145 EMBEDMENT OF I Y4")--�-- FOUGH OFENINS (UF TO S'-0'1 (TYPE ER PrN EACH END AND IS O.C. MAX - -- IK - - - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING 51ZE AND REINFQRCEMENT) ATTACHMENT METHOD "NAILING SCHEDULE") �` 4 ECURE 2x+6 MIN. TO BLOCK w/1: PRE FLA .2x8 STUD BLOCK (2)V x 9" ANCHOR BOLTS w/ 2' NOTE: _ -- WASHER SET IN SIMPSON or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY' w/ MANUFACTURER ON STUD HEIGHT LIMITS. _-- 6 (MIN. ' EMBEDMENT) -- 11111111111 INTERIOR NON—BEARING WALL ry B or AND A GAUGE) BOTTOM CHANNEL TO BLOCK w/ CUT NAILS SLAB w/ 106 x 1' MIN. MA50NRY DRIVE PIN` NAIL w/ WASHER 6 32" O.C. MAX. IN. DRANK SIZE .145 EMBEDMENT OF I Y4")--�-- EACH END AND IS O.C. MAX - -- IK - - - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING 51ZE AND REINFQRCEMENT) ATTACHMENT METHOD "NAILING SCHEDULE") �` 4 ECURE 2x+6 MIN. TO BLOCK w/1: .2x8 STUD BLOCK (2)V x 9" ANCHOR BOLTS w/ 2' NOTE: _ -- WASHER SET IN SIMPSON or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY' w/ MANUFACTURER ON STUD HEIGHT LIMITS. _-- 6 (MIN. ' EMBEDMENT) -- 11111111111 INTERIOR NON—BEARING WALL ry B o� r METAL 6TLV8 SCALE: 3/4'4-0' ECURE 2x6 MIN. To BLOCK wl (3)V x 9' ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOUD 1) REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C E SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C92(b) OVER CM ' CMU BLOCK EMBEDMENT 4. d ATHER STRIP MOLDING AROUND DOOR d (PER MANUFACTURER'S SPECIFICATIONS) i/•. .mu - 2x6 P.T. WOOD STUD SECURED TO FILLED v p CELL w/ (3) V x 9" ANCHOR BOLTS wl 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS �, MIN 5!_I> VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOi� FRAME SECTION GARAGE DOOR BUCK ATTACHMENT � SECTION ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER SCALE: 3/4'-l'-0' A SCALE: 3/4'=l' -O' B SCALE: kt,& MANUFACTURER'S SPECIFICATIONS) ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - .STATE OF FLORIDA JAN tl ■ 1 E: 1,x'17/18 Sq�A.LE: 1/4"=l' -O" SHEET 11111111111 \000000000 KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - .STATE OF FLORIDA JAN tl ■ 1 E: 1,x'17/18 Sq�A.LE: 1/4"=l' -O" SHEET PREFORMED — CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED — TO LATH a 9' Q.C. MAX (VERT.). NOT : DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Ys' LECA MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER ,Y:, INSTALLATION FASTENERS TO BE SPACED is 1' D.G. MAX VERTICALLY LATH SMALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOT 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 01063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3.5LOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN GUT TWO PIECES OF FORM FLASH 1 APPROX. LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY-- TO 055 AROUND PENETRATION I' OR LESS PIPE PENETRATION STARTING WITH THE 50TTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 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. - J' THICK, 3 COAT GEMENT PLASTER WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED — 67 ( VERT.) O.C. MAX AT SUPPORTS WR5 LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING i' ro ;, OLAp MIhL PROTECTED FLASH TAPE r0 V fir' TO a, MIN. BEHIND CONTROL JOINT CROVIDE 2X4 BLOCKING PLACED FLAT MAX. b' TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 N.ra NOTE: APPLY 55ALANT AT 'M' CONTROL JOINT END TO END CONDITIONS PER FBC 8103.6.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A 01 rjr 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL G Kra USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 116 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. o l rat w Nom: 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 13" (2213 -MM) AS PER ASTM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD BTU TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER M, , 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING ---- WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H I CONFORMABLE AIRVAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN 15H (SEE TYP WALL SECTION) SHEATH 9. WR5 I TAPED T SHEATHING wl W1 02 OVER TOP. Wf 02 TO BE LAPPS_ VERTICALLY b" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1' ' MIN. LAP a HORIZONTAL LATH & PAPER DETAIL SIDING wr%v I -AA i PN "441 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) � PAPER LAP WOOD SHEATHING WATER RE51STIVE 5ARR15R LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR 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) CSP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L„ KrFLASHING NOT : APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 11 VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS. METAL LATH TAPE l5 LAYER 1, STUCCOWRAP COR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAID � VERTICAL LATH & PAPER DETAIL .w STUCCO J' THICK,, 3 COAT CEMENT PLASTER METAL LAVH UJRB LAYER #2, FORTIFIBER BUILDING PAPER COR APPROVED EQUAL) TAPE WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAVER *I, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 (FORTIF15ER z E BUILDING PAPER OR 7a APPROVED EQUAL) METAL LATH X X X STUCCO E, WOOD SHEATHING /�,�T,r'i/,,��,'r/� SELF-ADHESIVE FLA5HING NQT METAL LATH: LATH TO BE PER F5C R1031o.1 / ASTM G-841-013, MIN. 2.5 L55. PER 5Q. YARD (I rtlLlt' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE BARRIER A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA * 0003325 StMDM as LOT: KENSINGTON RESERVE (LOT #16) MODEU SEASIDE (VERSION#01) PROJECT#: 299 7.000 PAGE: WALL ASSEMBLY DETAILS A�IrrEc�r: STATE C� PLOF�IDA JAN 18 2o?a ]D : 1,%17/18 93,ALS: 1/4"=1' —0" SHEET WA -A �IIIII'I"I \DOOOOOOOOj StMDM as LOT: KENSINGTON RESERVE (LOT #16) MODEU SEASIDE (VERSION#01) PROJECT#: 299 7.000 PAGE: WALL ASSEMBLY DETAILS A�IrrEc�r: STATE C� PLOF�IDA JAN 18 2o?a ]D : 1,%17/18 93,ALS: 1/4"=1' —0" SHEET WA -A ARCHITECTS Desmi n Grow �n'D 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 WWW' ab d es ig ngro u p . co m AA #: 0003325 r TEXTURED CEMENTITIOUS COATING WR5 LAYER STUGCOWRAP (OR APPROVED � EQUAL x: WR5 LAYER 02, FORTIF15ER WILDING� �i . WOOD SHEATHING ' THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO SE SET IN CONTINUOUS SED OF GEMENT PLASTER WR5 LAYER 01, STUCCOWRAP (OR APPROVED SEALANT. PREMANUR DRYER VENT GAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WR5 AP Ox. X APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1V A50VE SHINGLES�; DIVERTER I' MIN. NON-MOVA5LE FRAME AND STUCCO ON AL INP—SEALANT ALL SIDES tit};:,��. SELF -ADHERING FLASHING 51DES► / SEALANTS JOINTS ALL AROUND f<: THICK, 3 GOAT GEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT �LocK DRYFLEKT KICKOUT DIVERTER WR5 LAYER 11, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING 'APER FELT UNDERLAYMENT DRYER VENT FRAME) �A �: �.r�. OVER QUICK FLASH .. �, PIPE THROUGH WALL .PER FSG R10316.1SI-IINGLE ROOFING FASCIA WRAP EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", EXTERIOR USE OF PORTLAND GEMENT PLASTER SMALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICAL UNDER 'QUICK 1=L,45#� " ASTM G 1326-12A. FASTEN 4" O.C. MAX. VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SMALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WR5 LAYER 12, FORTIP15ER LEGEND WOOD—WR5 LAYER M. BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUGCOWRAP (OR APPROVED EQUAL) (WR5 LAYER 1, 5TUCCOWRAP INSTALL KICKOUT FLASHING )L11L1U1 DETAIL AT BOTTOM OF ROOF 4 WALL WOOD AE' OBD EQUAL) METAL LATH SHEATHING WR5 LAYER 02, WOOD OR APPROVED EQUAL �,,---�/8" TEXTURED FINISH � WOOD LAYER "2 INTERSECTIONS FORTIP15ER CONSTRUCTION BUILDING PAPER (OR 8" GMU FASTEN TO WOOD STRUCTURAL MEMBER -0 rt' O.G. MAX (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE { APPROVED EQUAL) A - Y A TO � l' M� -- W�� , ;,. METAL LATH is X X X FLEXIBLE CONCRETE WATERPROOFER or 1 THICK, 3 GOAT GEMENT WOOD FRAMED �� i PLASTER. WEEP SCREED 'X: A a p 4 STUCCO . 4 SCRATCH COAT PRIOR TO ELEC. METER INSTALLATION WALL �� A Y TO, 1/8 MID -WALL 6 WIDE STRIP SELF r ADHERING FLASHING, GLEAN °" WOAD SNEATI-41NC WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING --- --- 1 (PER 3/UJA1) 6' SELF -ADHERING FLASHING TEXTURED FINISH +s MASONRY HORIZONTAL WEEP SCREE HORIZONTAL WEEP SCREED NOTE: ELEC. METER FIELD' VERIFY FRAME TO FRAME 7A �: 7B FRAME TO BLOCK METAL LATH: LATH TO SE PER FSG 8103.6.1 / ASTM Kra �: ts. C-841-013, MIN. 2.5 L56. PER SQ. YARD f UTI IT1' OR LOCATION PROTECTED FLAB - TAPE 5EHIND IEP SGREED 4 APPLY S 4NT AT WEEP SCREED END TO ENJOINTS NOMINAL LATH DOES. NOT M=ET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION—/ANOTE: GUT ENOUGH PROTECTO FORM FLASH i PIECE TO COVER 5OX 4 -- NOTE: ATTACH PER SEALANT ON TOP 4 SIDES ONLY PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS ?7 50TTOM OF THE Sax, REMOVE RELEASE LINER AND APPLY MAKE AN 'X" GUT THROUGH PUSH THE PROTECTO FORM CAVITY TO SE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH i FLASH INTO THE OPENING POLYMERIC ISOCYANATE-POLY5LEND — SINGLE FASHION TO COMPLETELYIN THE CENTER OF THE SOx AND ADHERE TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE Sax. OR OUTLET OPENING INTERIOR OF THE0. EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1' TO GARNER. STEP 1 STEP 2 STEP 3 WRS LAYER 01, STUCCOWRAF APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) A EL STOMEIIC COATING EL SIDES OF ELEC. METER SOX PROTECTO FOM I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD �; ° a:0 ° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING a , (OR APPROVED EQUAL) o° OVER 60 MIN GRADE 'D" �. ep (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD A5 DESGRISED IN DETAIL 3 OF WA1 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT ;q Qa METAL LATH PENETRATION 'PIPE PENETRATION DETAIL' ' 'r_ APPLY 1 COAT OF SHER-CRETE FLEX15LE CONCRETE WRI3 LAYER 02, FORTIP15ER AT ALL JOINTS AND ° .a°�°e°a° INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE EIEC. METER CAN BUILDING PARR (OR STEP 4 STEP 5 ELECTRICAL RECEPTACLE 9 KM STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) ARCHITECTS Desmi n Grow �n'D 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 WWW' ab d es ig ngro u p . co m AA #: 0003325 r � \vovvvvvvi`aJ S m 0 s stfiSDm & LOT: KENSINGTON RESERVE (LOT #16) MODEL: SEASIDE (VEMON#01) PROJECT �F: 2997.0401 PAGE: WALL ASSEMBLY DETAILS STATS OF FLO,NDA JAN 18 DA : 1/17/18 SIC :1/4»=1p_0.: miximmmor A'2� WOOD SHEATHING - WOOD CONSTRUCTION- Y4' ONSTRUCT I ON - Y,�.' HAT CHANNEL W/ %'- TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, - 5TUCCOWRAP (OR APPROVED EQUAL) J' THICK, 3 COAT --- CEMENT PLASTER WRB LAVER M, -- STUCCOWRAP (OR APPROVED EQUAL) AMICO AMb6-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULKS -- SEAL GAF URB LAYER 1, STUCCOWRAP (CSR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER AM66 - WFWC -180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 01, STUCC WRAP (OR APPROVED EQUAL) WRB LAYER '2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF- ADHERE ING FLASHING WRAPPED 5 CORNER OF CANTILEVER AMICO AM66 -WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) 10A CASING BEAD DETAIL @ CANT. MNISH LAVER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK I �"XI Y�,' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I VX1 Y�.' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROD 4 SEALANT THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BE wCOMMPONENTS PULLED APART FOR CLARITI' LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x STUCCO WOOD SHEATHING //� 5ELF-ADHE51VE FLASHING VINYL (OR APPROVED - EQUAL) CASING 5E AD 5/8" TYPE "X' DRYWALL W/TEXTURED # PAINTED FINISH " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR A PROVED EQUAL) CASING BEAD 3' 26 GA. GALV. METAL DRIP ;E SET IN FULL BED OF SEALANT, V SPACE FROM DRIP FACE TO TIMEX TAP FOR BACKER ROD 4 SEALANT 1 (OR APPROVED EQUAL) CASING BEAD THEIR RESISTIVE BARRIER 01 THER RESISTIVE BARRIER 02 NOT METAL LATH: LATH TO BE PER FBC R103.6.1 / A5TM C-841-09, MIN. 2.5 L55. PER $Q. YARD (UTI ITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER M WEATHER RE515TIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (0 APPROVED EQUAL) 4' 10051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) 1 lA DRIPS EDGEINSTALLATION Y' GAP FOR BACKEO ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) FEEL 4 NICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR X 3 26 GA. GALV. METALT' DRIP EDGE SE IN FULL BED OF SEALANT, I MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL). CASING BEAD. 1 Y'Xi VP.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY Ya." GAP FOR SEALANT 4 DECK. To CANTILEVER OPT. BACKER ROD 'J' THICK, 3 COAT CEMENT PLASTER METAL LATH -WOOD SHE ATH ING WEATHER RESISTIVE BARRIER *1 1*<OMPONEMIS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER *2" THICK, 3 COAT CEMENT 4 POSITIVE AIN EP SCREED PLASTER VE DR NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD ONY DRIP EDGE INSTALLATION NOTE: SET RAILING LAG BOL? AtT,4CHNMENtS IN SEALANT, WHEN APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CO,'NER BE FASTENED TO SHEATHING -s 1' O.C. MAX. X W B LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING Al METAL LATH WRQ► LAYER *2, FO IF1 ER BUILDING R�' B PAPER (OR APPROVED EQUAL) 12A NIR BEAD 19 FRAME CORNER BEAD (FASTENER 4 SPACING tv 1" O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPL IED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD @ BLOCK 12B , Kt& COLUMN SHEATHING WEATHER RE515TIVE BARRIER WEATHER RESISTIVE BARRIER 02 6" SELF ADHERING 4 FLASHING PEEL 4 STICK I X2 06' 'L" FLASHING FULLY EMBEDDED IN ROOF GEMENT I V. X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1'� x3' "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. 10-4 SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD ,A WATER PROOFING let LAYER (2 LAVER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 GOAT GEMENT PLASTER METAL LATH WOOD SHE ATH ING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION r' @ COLUMN W/ "L„ FLASHING A R C H I T E C Ts Design Group ��. &.9-t& il. F%VI1M6V RGM'LAMIA vLvv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIlilllll �.00vvvvvvo. StMDM & LOT: KENSINGTON RESERVE (LUT #16) MODELe SEASIDE (VERSION#Qi) PROJECT#: 2997.000 PACE: WALL ASSEMBLY DETAILS A1RCHrMCr-. 0) DA : 1/17/18 SC :1/4"=1'-U" SHEET ' TSI I CK, 3 COAT CEMENT TTP PLASTER 1X TRIM MEM5ER -8 STUCCO TO TRIM IM METAL LATH TO TO SIDING TRANSITION WRIB LAYER 02, FORTIP15ER SIDING 5UILDING PAPER COR APPROVED EQUAL) WOOD SHEATHING 34 x A Z 1Z1Z/ZXL�L;11 WR5 LAYER M, STUCCOWRAP LWR5 LAVER 01, STUCCOWRAP COR APPROVED EQUAL) COR APPROVED EQUAL) CASINGS BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO @,,AIING�Rl&. WOOD SHEATHING METAL LATH WRI3 LAYER 1, STUCCOWRAP WOOD SHEATHING COR APPROVED EQUAL) WRB LAYER', FORTIFI�3ER 5UILDING� WRQ LAYER 1, STUCCOWRAP LEGEND COR APPROVED QUAL) WOOD CONSTRUCTION BEYOND PAPER COR APPROVED ECTAL) AY 2 FO IF15ER WOOD SHEATHING DRAINAGE PLANE �N WRk3 L ER RT (WR5 LAYER M, STUCCOWRAP 8 TP ICK, 3 COAT > 5UILDING PAPER WEATPER RESISTIVE BARRIER I OR APPROVED EQUAL) CEMENT PLASTER COR APPROVED EQUAL) WEATHER RESISTIVE BARRIER � � SELF-AD�IERING FLASKING II .I WRI5 LAYER 02 VINYL COR APPROVED EC UAL) r METAL LATH 946 X I Y¢ LAP SIDING W/6 REVEAL WEATHER RE515TIVE 5ARRIER I CFORTIFIBER BUILDING PAPER ANGLED CASING 5EAD " THICK, 3 COAD' CEMENT 6' SELF-ADPERING FLASHING WEATHER RESISTIVE 5ARRIER *2 OR APPROVED EQUAL) CEX>OLODED PLASTER METAL LATH x x x VINYL COR APPROVED EQUAL) ; vl�uJ FOR STARTER STRIP d CASING BEAD CLARITY) DO NOT CAULK OR SEAL OPENING —6' SELF-ADPERING FLASHING STUCCO ° °-- 4° - WOOD SWEAT14ING N N N p ° GALV"D METAL "z" FLAS�ICNG CASING BEAD 0RAISED GALV D METAL FLASHING 5ELF-ADHESIVE FLASHING DO NOT CAULK OR SEAL OPENING 1 � BAND FRAME I Y4' X 6 61MULATED WOOD TRIM MEM5ER a N.T a -_..� NO STUCCO CASING BEAD ° I Y4" X 6' SIMULATED METAL LATH: LATH TO PE PER FBC R103.6.1 l ASTM WOOD TRIM MEMBER C-841-09, MIN, 2B L135. PER 50. YARD (UTILITY OR NOMINA LATHO S NOT MEET SPECIFICATIONS) SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND SIDING TO STUCCO �► BIOIK TO FRAME TRANSITION 18A _ �T�. NO WOOD SHEATHING 6' SELF-ADPERING FLASHING 1. IT IS THE CONTACTORS RESPONS1811-TY WEATHER RESISTIVE BARRIER MER ATI RESISTIVE 5ARRIER I TO LAP TO VERIFY THE COMPATIBILITY OF ALL WE RE N II WEAT�IER RESISTIVE 5ARRIER *2 6 MIN. ABOVE TOP O>= 'TFLASHING PRODUCTS INCLUDING I-IOUSEWRAP,SEALANTS � SELF -ADHERING FLASHING' X I Y" LAP SIDING W16 REVEAL WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE 5ARRIER 02 MATERIALS USED DURING 6' SELF-ADWERING FLASHING ER�Y asr u coR CONSTRUCTION. CxALV'D METAL T FLASHING r:�� t • STARTER STRIP uuNoaw�n� JOINT... DO NOT CAULK OR SEAL OPENING 2. INSTALL ALL MATERIALS PER DO NOT SEAL OPI=NING � T A euro �ar�rr:o R' f MANUFACTURERS WRITTEN WEATHER RESISTIVE BARRIER OLP WI WAL � * � ;'.. ITT 6' MIN. ABOVE TOP OF "z' FLASKING aR°"'-�00-0 SPECIFICATIONS WARRANTY GALV'D METAL 'T FLASKING ; �...: N N N IIMEM5ERr r• �; • REQUIREMENTS. 1 Y X 6 SIMULATED WOOD 1 Y X 6 SIMULATED WOOD TRIM "' } TRIM MEMBER ~- 6' SELF -ADHERING FLASHING ,, ., f;• WARNING. SEALANTS AND SELF ADHERED -Z BEAD VINYL SEAL GAP W/ APPROVED SEALANT FLASHING MAY REACT ADVERSELY IF NOT COR APPROVED EQUAL) CASING WEATHER RE51aTCVE �3ARRCER � r COMPATIBLE. (WIys" FLEXIBLE PVC BACKER ROD)- 3EAD VINYL COR APPROVED EQUAL) CASING .:r 6' SELF-ADWERING FLASKING (W/ s" FLEXIBLE PVC BACKER ROD) N% 0000 " THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER'S 00.1NOT WEATHER RESISTIVE FARRIER *1 WALL FLASHING INSTALLATION 'r :: SEAL INTERIOR PERIMETER OF WINDOW SIDING TO STUCCO srr_r_ WEATHER RI SISTIV k3ARR1 R DETAIL MASONRY a '�'a' ` �:a. WITH SEALANT' 1 fiB C FRAME TO FRAME TRANSITION 18A ,: rar . A R C H IT E C TS Desn Gouoina.r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0008825 r � \00000000 OU33Dt'V". & IAT KENSINGTON RESERVE (IAT #16) MOaEU SEASIDE (VERSION#01) PROJECT& 299'7.000 PAGE* WALL ASSEMBLY DETAILS .Nn.. ARCHCTECT� STATE OF FLORDA JAN 18 3DAT : 1/1-7/18 SC :1/4"=1:_0" SHEET