Loading...
HomeMy WebLinkAbout2334 Tudor Rose Dr 18-919 (a)S A...LN IL A -ILL 0 S A VERSION 01 FORM0 ryanho e * STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS RYAN HOMES ORLANDO ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER 430'7 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD, MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL, METAL 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOTTOSCALE 3 FIRST FLOOR PLAN RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON 4.1 STAIR SECTION TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE - VASD = 1 B MPH C.T. CERAMIC TILE PLYWD. PLYWOOD JA FOUNDATION DETAILS D. DRYER PR. PAIR 5B DOWEL PLAN • STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT-S) PROFESSIONAL ARCHITECT; DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 6 FIRST FLOOR FRAMING • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 7 ROOF FRAMING PUTS DR. DOOR RM. ROOM AR N0. 12079 LOCAL AND STATE CODES 8 ENTRY SECTION .DETAIL D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR 9 FIRST FLOOR ELECTRICAL PLANS A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9.1 SECOND FLOOR ELECTRICAL PLANS EACH 1441, NORTH RONALD REAGAN BLVD. EA. . SI3T. SHEET DI 1 STORY WALL SECTIONS & NOTES BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER D2 SECTIONS/DETAILS EXH. EXHAUST SIM. SIMILAR D3 SECTIONS /DETAILS Fax: (407) 774-4078 Tel: (407) 774-607$ EXT. EXTERIOR SL. SLIDING / AYERSWORTH GLEN 150—B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D4 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD KLVIEWED Iw D5 SECTIONS/DETAILS BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR TIiK. THICKD6 SECTIONS/DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB PLANE E MINER WAl WALL ASSENBLY DETAILS FR. DR. DRENCH DOOR T.O.P. TOP OF PLATE CHAMPION'S RESERVE 140--B FTG. FOOTING T.O.S. TOPOFSLAB DATE WAS WALL ASSENBLY DETAILS CREEK SIDE 140—B GA. GAUGE GAR. DISP. GARBAGE DISPOSAL U R TYPICAL WAS WALL ASSENBLY DETAILS UNLESS NOTED CYPRESS PRESERVE 150—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE WA4 WALL ASSENBLY DETAILS DRAWING / CONTRACT DOCUMENTPROOF INTERRUPTER V.P.V.F: VAPO REVIEW p T HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER SAIVF RP1 _5VILQjN_Q 0IVISION RG V IL' W BY BUILDER GYP. BD. GYPSUM BOARD W/ WITIi KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD A PERMIT ISSUE1.) SHALL BE CONSTRUED TO BE A LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WWINDOW HDR. HEADER W/H/H WATER HEATER AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET LAKE CLUB 150-C HOT. OR HT HEIGHT W.I. WROUGHT IRON ASIBE ANY OF TI IF PROVISIONS 9FTI 1E TEGI 1NIGA6 THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT INTERPRETATION OF THE CONTRACT DOCUMENTS. ININTERIOION MCCORMICK RESERVE 140-B INT. T. INTERIOR REQUIRING A(;C)RRECTIONtJX'!~RRpRS1NPLANS, IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALL. AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C , ,,::ucw TEST EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140-B 'Resuets "to be Verified PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140-B ND FLR.. LIVING 129 SQ. FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION.. tat,aL LIVING 2,53S 80. Ft. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 23 50. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT GARAGE 453 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND LANAI 242 SGS. fit. ,In CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION TOTAL. 3,251 90. Ft. THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING." ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SZUE3D]:V. 8c L01%. KENSINGTON RESERVE (LCAT #19) MODML.0. SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PACE: COVER SHEET ARCHITECT: STATE OF FLORDA JAN 16 2 JAIL AR 7� ISA 1/12/18 sc :1/4s,_1,_0" kjp1qET CS or 9 Z \000000000► SZUE3D]:V. 8c L01%. KENSINGTON RESERVE (LCAT #19) MODML.0. SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PACE: COVER SHEET ARCHITECT: STATE OF FLORDA JAN 16 2 JAIL AR 7� ISA 1/12/18 sc :1/4s,_1,_0" kjp1qET CS or 9 Z GENERAL 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 LOADS IPSF) A1, SLEEPING ROOMS 30 A2. ATTICS WI STORAGE 20 A3. ATTICS W/OUT STORAGE ' 10 AA POOLROOMS 75 A.S. BALCONIES 40 A.B. DECKS 40 A7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS fPSF) B.1, 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 (PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =150 MPH, VASD = 116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.16 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 8301 AND TABLE 8301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHTECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNEDAND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW 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 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 8302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION 8302:6 & 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'A-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 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 BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12, 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, AGI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINI MUM COMPRESSIVE STRENGTH OF 2500 PBI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE %". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4". 7. 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, 6TH EDITION (2017). MASONRY I . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITHASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE I N ACCORDANCE WITH ASTM 0476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH 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 (LINO). 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". 6. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER D. BEAMS & COLUMNS: D.1, PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'!" 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 6, 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN 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 WOODSAND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONSAND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb =1,100 PBI Fu =175 PSI E = 1,400,000 PSI B. STRUCTURAL LUM13ER SHALL CONSIST OF, BUT NOT LIMITED TO RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYPAQ (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R602.7 OF THE FBCR, 6TH EDITION (2017). B. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8' COX PLYWOOD OR 15132" APAARATED 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 '/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT, SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 02. 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 AWRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LI MITED 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 SIMPSON CO., OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. x@ 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. Z WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR; 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY I" 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'/, PVC (SCHEDULE 40), INSULATED WITH'A" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH IA" 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, BTM EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X"GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -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 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 R E 0 L wS V BDiV. & L rw ✓T: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION01) PROJECT#: 299"x.000 PAGE: GENERAL NOTES fARCHnECT-- STAT E OF FLOEN E� a JAMES I)A9 , � 6 1/19/18 BIC!�!:1/4„=l,-0,, 3 FIEET Nor 9 \000000000 E 8 R E 0 L wS V BDiV. & L rw ✓T: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION01) PROJECT#: 299"x.000 PAGE: GENERAL NOTES fARCHnECT-- STAT E OF FLOEN E� a JAMES I)A9 , � 6 1/19/18 BIC!�!:1/4„=l,-0,, 3 FIEET Nor 9 7 4 STUC4:0 BANDING 4-2 L4' L STUCCO BAND DTL. 3/4 - PAV cv +1 +2 STUCCO BAND DTL. #93 WAX. 3/4 m V -V Lo I 14 Pk r -Lit COLUMN STUCCO BAND DTL. 3 �TU �CC ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 192 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 1.28 SQ.FT. REQUIRED VENTILATION AREA (1.28 x 144) 184.3 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ -1111Y IREQUIRED LF OF SOFFIT VENTILATION 16 LF 2ND FLOOR ATTIC VENT CALLS 454 SQ.FT. AREA OF ATTIC 1.51 1296 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 217.9 4.32 SQ -FT REQUIRED VENTILATION AREA (4.32 x 144) SUN. 622.1 SQ -1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 622.1) SOFFIT VENT VENTILATION PER LF 311.0 SQ.IN. OFF RIDGE VENTILATION AREA 0.95 115 SQ-1/oT SOFFIT VENT VENTILATION PER LF 11.74 SQ -EK /IF TOTAL # OF VENTS REQUIRED REQUIRED LF OF SOFFIT VENTILATION 2.70 LF TOTAL # OF VENTS PROVIDED 62 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 311 SQ -11 REQUIRED LF OF SOFFIT VENTILATION 27 LF PROVIDED LF OF SOFFIT VENTILATION 160 LF MORNING RM. W/ LANAI ATTIC VENT CALCS AREA OF ATTIC 454 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 1.51 SQn REQUIRED VENTILATION AREA (1.51 x 144) 217.9 SUN. ION. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 217.9) 109.0 SUN. OFF RIDGE VENTILATION AREA 115 SQ.]N./VENT SOFFIT VENT VENTILATION PER LF 11.74 MIN./Lf TOTAL # OF VENTS REQUIRED 0.95 TOTAL # OF VENTS PROVIDED 1 REQUIRED SQIN VENTILATION IN TOP OF ROOF 109 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 10 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF ARCHITECTS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH- 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA# -0003325 i 12 OFF -MIA YSNTS j418'-8 3/4' BRG. HGT. UJ/ 8" HEEL TYF. COATING MR (ASTM C146) 61 (Tyr) 12 9 4 i rs Pip . . . . . . . . .. Oft--RIV4 VEW ----------- 10'-6 3/4' 2ND 1" F. _4" 5Rr.:;. HGT. W-0" HDR. HGT. REAR ELEVATION Sr,ALr=.- 1/4 = 1'-0' ELEVATION W o' -O" I=IN. FLR susDm & wotil KENSINGTON RESERVE (LOT #19) MODEr'.. SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT.. S"rA"M OF FLORIDA JAN 16 2018 8 2, AR 1..,.0N [ IDA4 1/1 2/18 sc#a:gg 1/4 _010111 S . E�PdET or 9 01111111111 vvvvvvvvvJ 12 OFF -MIA YSNTS j418'-8 3/4' BRG. HGT. UJ/ 8" HEEL TYF. COATING MR (ASTM C146) 61 (Tyr) 12 9 4 i rs Pip . . . . . . . . .. Oft--RIV4 VEW ----------- 10'-6 3/4' 2ND 1" F. _4" 5Rr.:;. HGT. W-0" HDR. HGT. REAR ELEVATION Sr,ALr=.- 1/4 = 1'-0' ELEVATION W o' -O" I=IN. FLR susDm & wotil KENSINGTON RESERVE (LOT #19) MODEr'.. SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT.. S"rA"M OF FLORIDA JAN 16 2018 8 2, AR 1..,.0N [ IDA4 1/1 2/18 sc#a:gg 1/4 _010111 S . E�PdET or 9 18'-S 3/4' 5R3. WGT. W/ S" HEEL TYP. TEXTURE© C�M�NTIOUS COATING PER (ASTM C926) 12 (Typ) 10'-5 3/4" 2ND FF,ob06 S'-0' wr->R. wsT. - C TEXTURE? CMTIt7ll8 COATING PER (ASTM C926) (Tl'P) V-0" 1= I N. I=L R. ------ - -------- _------- - - - - - - LEFT ELEVATION_ SCALE: 1/4 = I'-0' ELEVATION 'B' ENTRY 5R3. 18'-8 3/4" 5R53. HGT. W/ 8' HEEL TYP. 151-011 ENTRY E PG. 1EX11p CErENTlOu8 COATING PER (ASTM C926) (TYP) 12 12 14 9' - 4" 5RG. GARAGE r-RONT _ _ _ _ _ 8'-(d" HDR. Hr T. ,21-011 (TEXTURED CEM NTIOUS COATING PER (ASTM 0926) (TYP) "` RIGHT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION 45' ARCHITECT S FAX:407-774-4078 www.abdesigngroup.com AA M 0005325 0 SUE 13M. & IAT KENSINGTON DESERVE (LOT #19) MODEL.: SANTA ROSA (VERSION#01) PROJ"ZCT#: 299'7.000 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT= STATE OF FLONDA JAN 1,.6 2gm DAT ; 1/12/18 SCALE: 1/4 P1=11-001 SHEET 2 or �IIIIIIIIII .vovvvovoo, SUE 13M. & IAT KENSINGTON DESERVE (LOT #19) MODEL.: SANTA ROSA (VERSION#01) PROJ"ZCT#: 299'7.000 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT= STATE OF FLONDA JAN 1,.6 2gm DAT ; 1/12/18 SCALE: 1/4 P1=11-001 SHEET 2 or CLADDIM LOADS BANC MR 3 eE00W CLWM SQ.FT. CALC.'S 145 X6 P.T. POST W/ WD. G/, (3) 25 -SH WRAP TO 8'-4' AFF. IST 1 -LR. LIVING 2ND FOR. LIVING 1,243 1,296 60. FT. SQ. FT. p T1C7N 27oN�E i�u NPH w1�c TOTAL LIVING ENTRY GARAGE LANAI 2,539 23 453 242 SQ. FT. 60. FT. 60. FT. SO. FT. 16'-0 '-0' we TOTAL 3,25i Sa FT. oww CLADDIM LOADS BANC MR 3 eE00W CLWM h-. w- r— 145 X6 P.T. POST W/ WD. G/, (3) 25 -SH WRAP TO 8'-4' AFF. CALL ACE p T1C7N 27oN�E i�u NPH w1�c V DM HElarr I 16'-0 '-0' we 84' 5 26AW-32:69 oww SCo L 31-4' 1'40' rt' -10' 1'-4' 2 24 39W DR 36" 916' 4 30M-32.18 3 38 (2) 26 -SH 16" 12' 5 2$.131-31.1'1 4 50 (3) 25 -SH 114' 63' 5 26350315 4A 33 (2)2b-814 26' 63' 5 32.10/-42.41 5 50 6m SGD 14' %11 4 2559/-3119 6 33 (2) 25-5H 16' 63' 4 2940-32.11 WIND DESIGN CRITERIA A. 5ASIG WIND SI�EED MIM 4 (3 SECOND GUST) VULT =150 / VASD =116 MPP 1S. INTERNAL PRESSURE GOF_FFICENT'=* .18 G. RISK CATECY=TYPE 11 D. EXPOSUiE CATEGORY C NOTES VALUES FOR COMPONENTS s CLADD 1NG PRESSURE ARE ISASEp ON THE Vult DESIGN WIND SPEED. FSCR 6TW ED. (2011) ALLOWS THESE PRESSURES TO 5E MrULT11"PLIED 5Y 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y "WOUCT MANUFACTURERS. F TO DR UTALL NOTALLATION ON ALL 1:RAMMG ME"Ift- 5 2'-0' FR M T1�E 1-NI&4 WLL a SPRAYED AND TREATED W05ORATE' A TEWITE TREATI=D SPRAY 31/211 CABINET SECTION wu I *100 CABINET SECTION iYl-Q.II III_„f 11 [11 41 G�r�y7 n u 21 —$7tl 4" —71 fL/ 411 -' (-47 1(-4') 130 00 _ aJ II I o all, 1 HEADER DETAIL 3 1/2" 2'-0 1'-0" _ i TOP f I.AV tl - m a s rr�r�au I6'-811 21'-4" h-. w- r— 145 X6 P.T. POST W/ WD. G/, (3) 25 -SH WRAP TO 8'-4' AFF. WX 55M TO MAXI -I cn Ca.Llh'M WOO I II COVERED LANAI II (4A 21'-4x11-4' ' MORNING Me 5 � _ ` - V -4 CLCD. I I - ' CABINET SECTION wu I *100 CABINET SECTION iYl-Q.II III_„f 11 [11 41 G�r�y7 n u 21 —$7tl 4" —71 fL/ 411 -' (-47 1(-4') 130 00 _ aJ II I o all, 1 HEADER DETAIL 3 1/2" 2'-0 1'-0" _ i TOP f I.AV tl - m a s rr�r�au FIRST FLOOR PLAN, SCALES 1/4 1'-0' ELEVATION '5' rA R C N I T E C YS -) Design Group ���. FAX:407-774-407 s www.abdesigngroup.com AA #: 0003325 I6'-811 21'-4" 5 11 Xe 4'-�" 14'-O' 10'_AP II IITI��tl 145 X6 P.T. POST W/ WD. G/, (3) 25 -SH WRAP TO 8'-4' AFF. WX 55M TO MAXI -I cn Ca.Llh'M WOO I II COVERED LANAI II (4A 21'-4x11-4' ' MORNING Me 5 � _ ` - V -4 CLCD. I I - ' V-4" CLc I I (I - � SCo L 31-4' 1'40' rt' -10' 1'-4' co(.!)(2) 25-614 I I �vovvvvvvaJ 1 I I� Fv-1Oil I II I -®I' p 2 «JI -^f 11 I R/T I I ILI ``.,'i l r— I _ to1=10 O �. I I DINETTE GREAT ROOM AF -_`I V-4' CLCx b I A I (tll_E) I 91-4' GL.(3 (CARPET) CAa CRM I KITCHEN 14= 11% 11 9'-4' CLQ. I � L _ 42" NIGH / RAILIMG M W 1 -Iffw 111ff��Vfi..1 II. 41_G+'u IG'- " ••1 / /J� '- itl 2'-10' a �[ 21-51 5' -2" 51 w$" 41-41 1 L5W1 C4 C WC ,/ C. m 4 1 PANTRY (9'-4' CLWS I G (TILE)71 P03MER L5W V-4 CLQ. I I- 04 5 -SH (TILE) I MOT v III I ^�L tom. L L l.,/� _� - J ^ tl ^/ I'_r/II I_Q11 Y �1,^+]II /� ry� 15'" IrV L. M4+' IG/' -ON I I 61 STUDY II' -0'X12'-4' FOYER 2 -CAR GARAGE 91.41 " � 12'-2)'x2101-4' - (CAWET) .) (TILE) = 91-4' CLQ � 61 3 (2) 26-51 M.T. --- ----------------- — — — LIME OF 2ND FLR A5Y. yy V4, cLa tl ' i I TC�N1= r I[ I VENEER ENTRY [ I ) IZ'-m" CI.C� �•,�,J 16'-0' X '1'-0' O1GD 61 ■�CA tom■ - -------------_.---_.— STUN i6i IN VENEER II 1'-4" If©I-/+}y11 �y ,,2'-0' 4'-atl 1_0 I_/7tl Sf 211-411 401-011 FIRST FLOOR PLAN, SCALES 1/4 1'-0' ELEVATION '5' rA R C N I T E C YS -) Design Group ���. FAX:407-774-407 s www.abdesigngroup.com AA #: 0003325 oLT>:3I"3IV. 8e LOT: KENSINGTON RESERVE (LOT #19) MODEL &* SANTA ROSA (VERSION#01) PROJUCT44: 2997,000 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLONDA JAN 16 20 JAMM AR 2E}7"9 f rDA=-.,4 /1 `%18 sC :1/4tl,_V_0„ s T 3 OF 9 �vovvvvvvaJ oLT>:3I"3IV. 8e LOT: KENSINGTON RESERVE (LOT #19) MODEL &* SANTA ROSA (VERSION#01) PROJUCT44: 2997,000 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLONDA JAN 16 20 JAMM AR 2E}7"9 f rDA=-.,4 /1 `%18 sC :1/4tl,_V_0„ s T 3 OF 9 COWPOWrr AMD CLADOW V= LQADB B= WW EXPOSUM FOR 3 SE00110 QUEM rau. � WKM TM WKADRUM rca pro WIND a WON �cGMr 1 15 36' b1' 5 31D6/-4103 EC�t�S 2 15 SW 3051- 36' 61' 4 3106/-33. i6 EGRE3 15 SW 3051- 36' 61' 4 3106/-33.16 EGm4 4 Ola 48' 12' 4 31.96+1-34A0 TEM. I 5 15 X586 36' 61' 5 3106/-4103 6 15 39J51-;11.1 3 S, 36' 61' 4 31061-33. f6 1 15 1-54 36' 1 61' 4 3106/-33.16 Trzmp WIND DESIGN CRITERIA A. BASIC WIND ST'`'EED MFkI 4 (3 SECOND GUST) VULT= IDO / VASD =116 MPH a. INTERNAL PRESSURE COEFFICENT®+ .18 C. RISK CATEC*DRY-TYPE 11 D. EXPOSURE CATE04W C NOTE: VALUES FO1R COMPONENTS t CLADDINCx PRESSURE ARE 13A EP ON THE vu4t DESIGN WIND SPEED. MCR, &TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 15Y PRODUCT MANUFACTURERS. fLom: PRIOR TO DR1'1 4LL INSTALLATION ON ALL FRAMMka MIMRS 2'-V F RCM Tib FNIS1�4 FLooR WILL BE SPRAYED AND 1MAIW III/ 'F�ORATE' A TERMI M TREATER SPRAY SECON.L.D FPLAIT SCALE. 1/4 - V-0' ELEVATION '15' ■ ■ ■ ■ ARCHITECTS FAX:407-774-40713 www.abdesigngroup.com AA #: 0003325 --1 -- -- i 1 �IIIIIIIIII ovovvvvoo, SQL morv. & LOT; KENSINGTON RESERVE (LOT #19) MODEL; SANTA ROSA (VERSION#01) PROJECT#: 299'7.000 PAGIF* SECOND FLOOR PLAN s�rA ice Ro�aa JAN 16 2018 JAMES AR aT9 r-DATMb/l 12. '18 SCA*: 1/4 11=11-0 SIMMT 407, 9 SQL morv. & LOT; KENSINGTON RESERVE (LOT #19) MODEL; SANTA ROSA (VERSION#01) PROJECT#: 299'7.000 PAGIF* SECOND FLOOR PLAN s�rA ice Ro�aa JAN 16 2018 JAMES AR aT9 r-DATMb/l 12. '18 SCA*: 1/4 11=11-0 SIMMT 407, 9 18'-8 3/4" 2ND. , - �. - - I0'-8 3/4' 2140. FIN. FLM 9'-4" WaG. WT. , % _ V eOCURS 2x6 LEDGIER IW 1/2"xb 1/2" ANC 4M BOLTS w 24" ©.C. INTO GR06ITED CML{ CELLS 2x6 • 24" OAC. MAX V-01 PIN. FLR STAIR 5CALE: 1/2 = V -W ECTIO 2x4 P.T. PLATE SECURE W/ I" MIT NAILS 16" G.G. MAX. N-- ,9'--4" BRC. ARCHITECTS FAX:407-774-407 S www.abdesigngroup.com AA #: 0003325 s \J n r r & i.iV +4 KENSINGTON RESERVE (LOT #19) MODEL. - SANTA ROSA (V'ERSION#01) PR©JZCT#: 2997.000 PAGE: STAIR SECTION ARCHITECT: STATE OF R..CDA i JAN DA : 1/12/18 SBC :1/4,$=11_O» SHtj& 4A. 1 or 9 �I'I'I'llll \000000000 s \J n r r & i.iV +4 KENSINGTON RESERVE (LOT #19) MODEL. - SANTA ROSA (V'ERSION#01) PR©JZCT#: 2997.000 PAGE: STAIR SECTION ARCHITECT: STATE OF R..CDA i JAN DA : 1/12/18 SBC :1/4,$=11_O» SHtj& 4A. 1 or 9 m SECURE STRAP A/C UNIT SIMPSON WB ROLL TO GUMC. W/ (2) STRAP OR EQUAL 3/1+6'x2' TAPCONS 771\1— 3 1/2' THICK SECURE STRAP CONC. SLAB TO UNIT W/ (2) 08x1 1/4 SHEET METAL SCREWS A/C CQNNECTION TO PAD DETAIL - FOUNDATION SCALE: 1/4 = V-0' ELEVATION 'gr- WTE: A/C LINES FROM UNIT TO GO MSER TO 1* MN UNDE eATI 4 SLAB OR OYE"o6D PER FIELD CONDITIONS ARCHITECTS . -) Design Group Inc. FAX;407-774-4078 www.abdesigngroup.com AA M 0003325 r �T FOUNDATION SCALE: 1/4 = V-0' ELEVATION 'gr- WTE: A/C LINES FROM UNIT TO GO MSER TO 1* MN UNDE eATI 4 SLAB OR OYE"o6D PER FIELD CONDITIONS ARCHITECTS . -) Design Group Inc. FAX;407-774-4078 www.abdesigngroup.com AA M 0003325 r � \000000000► E 8 m E 0 s c SUSDIY. & LAT KENSINGTON RESERVE (LOT #19) MODEL.: SANTA ROSA (VERSION#01) PROJzCT#: 2997.000 PACE: FOUNDATION PLAN ARCHITECT: STATE of FLONDA SAN 16 2018/ AR NO 12079 DA -.1 2,/18 Sc :1/4"_1,_�. SHEET (� e. oma' e�.1 -'-(1) as IR ICAI_LY WCCG P G{1lS COATIM --" r �Y N t=MiURW C rKW GOAtY9CaLL PR (AMM C016) (TYP.)024116 POURW FOR ( E6) NGLI_AtiC:rl MN R_Q N9UL MN. R-13 N91ILATION MN IR -4J NIBULATM rl1 b R VL9R1(CAI.I.Y RI! C7OrMG TEXIURL"D CEl kNTIOA C OATi S , -m(1) b wamm vogrIcALLY W/ CONG, (1) +6 REMAR SALLY 111%* *1 OIC. MAX T67CTURED CM'ENTkX* COATN6 POLIIRED CELL. 6TUD8 111" OIC. MILK 1'"ER (ASTM 0126) fT1"P� PC>UAED C�E4.1- IRCUw4J NIdUI... MN In, OfAT.141- RID. z 0' CML4 R-4.1 NGUL.. MN W/ GCINC. PY�JICD GCLL ��I.�� Ep, - � mm. iM O"mii (I 1T J TDCTU M CffjWa OU6 CGATMCM WOOD DAN it -4i hy911.. MNL r in' Mr. WR_. ED. '1'OXTIWRI"!D C�L1'IOL16 =ATM � 1/2" GYP. WL. DD. eEcxWRE GTLp76 t0 I3TM PLATO tW �, "- WufiECi DAM PER (A9TM Cm) (TYPa � FIRM ( � �roATNAM OTU{76 TO !* 1114 PLATE LW �,.'� P'ER fAbTM C!!26) ITYPJ 6IMPSON 9P-4 i 32 OIC.. MAX I WR, „ 7 MAN SI' R ( GHMSCN Bbl" -4 o 32' OIC, MAX DT: F'f.ATE 10131-K MY M ( 3' -Pi' 0 GrAJ 0' C('RI IEWF DT. PLATE TO i�IK IW 'x16' ANCMOfR 190LT W/ 2" M MER I/2' GYP,. U . W. n � � in' 11 m W-. OP. � lWyC4MCl1R MOLT IW 2' UTAGMCR GrYt N r in GYP. WL. W. � 11t��� •-""91MPGON 4�16H OTFR(r7VtiT44 EPpXT' i" IpCY)1910A9i! WIaGD 0A9E 6 6fMFM6ON Mk3F4 6T�F07yCiT4F EF'OX1' $" 9 , ' �- . WaK7D H'AAGE . MN 32' Ci1C MAX y as Ha q EMi!lED. MN 432 OC MAX w 14Ee�AR 6 ND OCG W6114�I 6 O p 1"J' ° I ° . ~ i a } ADV. GRACIE F !"00"r'I°R FRnw D9 24' I b �"AR 461-111111 O.0 walwrl FOOTER q Q.. iaEld414r ExCEEDb %{" ASV. GRA[7E ° ° gin CCJNGw IIIOIrIh W/ b"x6' Wr4 a < . a q. ° a H a a a 3 in, C:OrIG. RiENP. iW/ i'xb" CR � 914 GN $-MIL POi-Y a 1 " a ' ` " " 1 4 ON 6-M LW OR mI M E °N 3 112 C.CIN � LW 41">ob io 3 U2 CONC. R INF. W/ $ x6 cD A. � -M ax. SLOPE VAIRCR HARRIER ON 1. 6"x61 $ 1/Z" CCNIC, FMIFIm. YL/ 6'x6" „ ET44YLENE VAPOR ZAIrIt RR CN ON ' WAxWfIr4 WWP COON -' b W1�14+dW1+4 WILP OR FIJI ON ° ON 6 -MIL. POLY L■f14YLWE 3 In CONI. Fl) ". uV MSX SLOPE 91AWMA Luer OR PrEER 914 3 In" C�OrIG. REM: WV 6'x6' °� WRILL-CCII" IPAGTOD CLEM ;o 4 1--.- W14"tl U WW" GR FIM M"01'914 Ort " WA*U WWF OR 1'1Ok�ME9M oN , .. ° w�LL-ccMPACTI�i cLl l t "itTE qi-MIL PC)l.Y ET14YLETIE VAPOF! "°6OJ LPO N�U!!.'LLENE VAPOR STED FILL - A6 -MIL IMPLY f:7NYLENE VAPlCW + " d r �"•' A *-ML POLY L■iFl1"l-l9VE VAPOR •n a : • 6 Ck VAI°l7R � - I �RMiTS TIREATED FILL DAFRRILR ON DELL -SOI 1"AGiL�D _ a (1) X15 REOAR Gr7NTNNIC)LIO WdETI 6AR'R ON WILL -CGI 1!"AGIED OAIRRIER ON - MA AN TP1RIN WI I --C MPI PILL g - ° FIGOI OIR WOW OXCOP11 30' AMY. 3 In' GONG GLAD ^ CLEAN TORMI I E TREATED FILL _ WRILL-COMPACTED CLEM WELL- ll'S IMAM CL . 4 • � f U N! INU00 WHIM Cd EAN 1PR'riTE TRmAl1TED FILL Pu - -LLi �- �,.. a ���1.��� yp TE1Rl'iIT7• TRPATPp PILL n FOO'T'ER 4EIOM4'i' .0 IF 111 • MI`"-'�./G . 1 1 1✓ , 111 61 li.. . ISI -i '- d ' CIrR PAVERS PLR 8 14-16.1 6' in Y iI f)y) �6 FIEDAR ON GMAIROMLCii SPECS01 m(3) b IREDAR ON Ci14AiIR6 1 � d�E i+� l2) REMAR ON C:44AINR6 - (2) b 1REL!11AR ON CHAIRS 1,.4, r2) b REISAR ON CMALR6 i rB, (2) b JwA AR CN GFL41Fr8 � 11_41 111 � 8' J. MN COVER � 4' i' i' 4' r3J b REEb4R ON C44AlIR6 E 3' MN COV "R !y FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2 -STORY FOOTING 2 -STORY FOOTING 2 -STORE` FOOTING 1 -STORY W/ BLOCK WALL STEF-OF 1 -STORY )��BLOC�AW�ALL� W FRAME WALLBLOCK WALL A W FRAME WALL 1s ■ " ■ ' ■ - MM WALL SOLID fele (U �!! 1 4AIR w 16" OIG, MAK M lance *1 orm MAX STUDS i6' OIC. MAX 3 I/2' CONC. GLAD OR HNTIRiE umn4 OP Om TO CONC, POURED C21L.L. (VPRIFY 3 14, CONC. NEW. IW PAVLRII PER BLDG OF•ECb AQOVl: t:ONDlilOhl PER PLAN) CSD! -114+1 / Pr76t 3112, CONS 1 ITEM: 4V 6'x6' 6'k$' UAWMA MW OR 6 In' r MAP GF ae�eae 0 In' � 1$Ap OP G�rRAt 1RlAa0V OE NDI 1°LArI PMR110H ON 6 -ML VARIES WT14 GLOM! VARIED Wt14 SLOPE (1) % R OAR VERTICALLY R -4a vk W MIN. PER FLAN.-� WIA4 "4 WW- OR FIOER'IEOFI POLY RTWYI- M VAPOR GIMS 16'= MAX GCCUM DT. MATO TO GLAD 9OCURL Dr. PLATE TO GLAD W/ CGNG POURED CEJ I- TO)CIWRrY! CMMNNTk" ON 6 -MIL POLY PT44YLI� R ON W }`x1' ANCHOR 0OL-T WI/ 2' =009111m"=14 / ArICIaONR IRO! -T W/ 2' VAPOR MAIO�R ON 0 Int a MEAD GP *AIRA6E VAIRES W 419LliFE �'�' /�CIOAtM6 Poi lA1GTM G'R2f") z WLLL-CC7MPACTR"I� IUA9WER GET N bIh1POC7N i#r6N p� WASFER smE'T M GIy 411®41 R -4I INDA- MN HOLD / ermi p WLL- TREATED PILL MEIN fowl! VARIED WTM SLOPE UKURN i T. PLATE r0 SLAIN BT F;� EPDXY 6' D- +l TH4 �6' D. T19lTUIRED CriI:N1' , - �N t "IO'rM T14EA I FU -L SC-GINRE ffit. KATE t0 BLAD 1 1 F1N 32 OG y ' COATM PIR (A01M CD26) 6 CP'Al 6 Q (TY'PJ , U2 Gyro. WI_.1117. Wf �'xNf GET I FR pOLT W/ Z a+ M g9 , � W/ xN!` ATyC.FIIDIR DOLT RV R' WI�4641EIR !IR°T N 61MI+'Ef:N- N1' 02'0.1 IIk9OD MAIGE m 4 >_ �T4F EPDXY 611461 WIW"DEDtG. � M�0. MIK R 32' OC MAbI.- /\ \1/1 /\/\/ iu ° e. ra MN • 32" OC AX E In" GYP. W-. OND. q 2'-Q (MIN f _ a ° / / / / / / 3 LR" ca c, Ai:N4 W 6'1W1' <. df } d 1 1 K[ wow i•.J1AGE $ IN SLAM � � gy a .. a � e � A a +� } � a � a .° ' . WIr jdA 41LALP OR PIOf FW*E M n a 3 1/2 0040. NOW. W/ i xb \ \ \ RI,IdIA� EF AR RlERiW41 CT4 ,■---■...--1 'J In CIOiVGw REII'JF. IW 6'x16 > I I a C�/\\% % �y r 6-m Fall, }ITLl9l3V6NF1a11 a . -0� WLAXUA.4 UAIF OIl SM a a a ON 6 -ML POLY WNYLL9VE '�//IRAIIItlpR OIl a' d . GN f1 -ML Mx -Y ET44'Y1-m Y 9A VAPOR MARA R ON aA. ° a //\\%j�/ 4 7Orllli" Ti15ATIpFILL N b R ° '' +a I%1" GAVC.. PRIM w 6'x6' � a; _ . �� ' 4 � ° A' VAPN R BAI�R ON > � WELL-CChIPA�'TED CLEAN " Q E A a 1 a A , 1 "" 0="-C*VACT0ID CLEAN p TOFMITE TWA'I'OD PILL Irtr'I? 'w Lrw'I�w mmx \ WIA4" IWP OR FAIR W ON 3 In COf4C. REIW. W 6 lo$ n x v .914' CIC I'16L24" N N -Ad \ a //j// 4 A a 6 -MIL POLY ET41Y'LLEW VAPOR IINfbwl4ll.t uA4F OR PrOEI s41 ON y 4 TER'riTE 1F�A iA Ga cvmff.ifY6'xb ' OC \ \ \\ \\j\� DA MIX ON WN.L-COWACTED A 11' i-MiL POLY LTWYLENE VARM Y (2) SII REI&W ON C14A�NM a ' (3) b 1REOIMR GN C"IRd ao Y ly : a a s! E Cly a. fIlAiN114 M1Wr OR PNIlIR'NWII ' 2` a in 4' 9' 4' " C7.P�N TER'IITE TREATED PILL OARIOQII ON B L.-02 "ACTED • " ' • a ° GEE FOlAyI7ATIC:N CHAM , 4, b > p_4• p1 {' ('' i' ' G EAAI TERMITE TREATED PILL - V L 11111I•VIER CH C Ari 027 r. IV PLAN FOR (� � d � r2) b 111111 A (2) b 100%W ON CHALKS 11_$. TIIR'Ii1E TFEATI3)1'll 01. hila YAW CH b - FOOTER SIZE POWDATION `� ON CHAIRS 4' S' 4' � U m`1'' 4s1 Q'' ' (3) "0 IREM/AR "' e' W $' 6` 6 -ML IR7I.Y LIHI'uFm ymm II PLAN) s3' (3) b IiCDAFt ON CIAIIR6 4' 66' 4� GN 04AIPO 21_O1. 0111 OIEi CLEW FEL f3)b Fi IRAR (moo -CAW ON CMAIRO LANAI/ ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP /^+ STEP-UP 2 -STORY W BLOCK WALL AT ENTRY LANAI NON-BEARING 4 NON-BEARING 1 -STORY L.B.W. 2 -STORY L.B.W.r�, 1 -STORY L.B.W. , 2 STORY L.B.W. F'WFL WALL SOLID FOR '� (1)b REPAIR VURTICAI.LY W/RNtn LkticstW r� Opk�H t0 (1) NO RIENI 4R 6 I6" or_ MAX N OK (1) b poem C:ONC. MPU RED CELL IiEt PABOYS ik-Rd'P CcNQ FOLN"D CRLL ("Fort, VERTICALLY W/ CONC. PER PLAN_ ° s :' o � A' . 3 1n cxanit. RCNF. W/ WNW W44xWit4 UW OR PIGM ON POURED COLL r1J b ROOM �F R (AG1'M 0126) r ep *-ML FOBIR GNET44YLIM VAPOR 2 8' Cx'II4 z 0' 4T Il z CCNC. PY7LNROD COLI- 0" C2"NJ \_31 1n' CONC. WWI W/ 6140'a HLELL-COMPACTEAN D CLE 0x1411 WAodIRA IIW OR PIEM11164 ON a ° TI WrM TROATED PILL 14E* iT VARIES I '^ 6 -ML POLY ETHYLENE VAPOR a L+ t n �Od1Rd WWW4T � � � s' 7ISAFN�I:"RhN W.L �AITl.D D ,p (2) � FN5IILAR ON C"R6 GLIRD 41CIii141 VARIIE6 io C� MEOW VARIN Vr4ltli=i 2 -(LI (MN. p i r0 I IN SLAS) !U "O REr3AR ON G14ArR6 A - 3 In' �y FWGa4 ON N EDGE $6 -ML LY L■TMYLIRNIR VAPOIR Q THICKEN $ > aA -, ' z a a '°'!' Mr L,aw war' 4Hoac tI�M"" ON lM PILL� xa r� in ■r -s' �' 1 -STORY FOOTING {2 4 ° 3 In' CCNC. REM W 6'xi1 a ; 3112, corky RPN4? uv 6'x6' > i a . 24' dNG1 MK 24' N IR A3 WLAoMA WIf1r: ORM13ERr 614 m 31/21 CGrMc. RENF. WV $1x6" AT FRONT PORCHES a Aa WAxW+4 UP OR MOORMEA14 GN 6 -MIL POLY OTI.4YL" L Wt4*UA I1LP OR HIRIER140914 � �. � 4' CdMHCw M Wi (1) b IREOAF! 04 C�IANR6ON 6 -MN- P1oLY l-tMrL • • VAMPR DARINI R ON Q CSN 6 -MIL POLY 12"MENE #�dH AT A IRATE GF :O VAPOR HARRIER ON RfELL-C VACTOP CLEAN VAPOR OARRHER ON b1 I'm cw YAM Ai r WLLL 0"AC T1!D CI-EAN 4�r tm"Ir m TFFEATED PiLL HIEI.L-COMPACTI"i7 C MAN 644L MOLY R'TFM.i m vN'l1lt 4' 0' 4' 1awl I TREATED FN.L $• i' 4' Z , TERMITE TREATED IWLL 6 $ 6 6 i drl SCREEN 600.00 "T. MATE to 11-4, M 14 p_a. (3) b REPAIR ON CHAIRS 4' i 6 M 1' ,1 MICS OlAxINE xti A (2) b FREOAIR i11 T -S' (3) R! REOAR ON C"ma, 21-01 C:IN9?) PACM Cr.f3Ail PILL GEC4IRE Gm)DG i , ON C:44AIR6 l3) b FREOAR GARAGE DDDR FOOTING a ENCLA2 m To DTH. PLATT! UT 2 OTRErra�Tw� 2 -STORY FOOTING 2 -STORY FQQTING AT GNr�LArR6 2 -STORY FOOTING ' MANUATTAAGIUt R PER GRIMM MAX EM�oeY6'E1MOt .MN• FOOTING GARAGE ELK. WALL AT GARAGE 9� ur.r-�' �� • 32 O� MAX , 32 GC MAX 1 -STORY + A AT GARAGEi B �3 �'-ND" PNL PLR AT GARAGE ' . _ ° _ ■ A 4 CONC. RI'M". W( • a 6'x6' WIAxWN,4 IWr CO 6f1'c4� 07. KAM ro C6 PiCLY IILG4I ON 6-rMu. �s POLY 1lT44YL1� VAPOR CLAM W/ OW ANCMOIR r l 41 81 41 OA IR ON 50LT WV 2' VA5MR GET iN PAVERO � 6' ltt LLELL-C)CA'1PAGTOD MEAN Si"�G� V PLATO t(7 GRIMM H404 6TP9Nd1W OLrC W/ (p 1Dd MA9OrNHlY TER'11TE TREATED PILI. NAIL6 . 912" OIC. (MAX) 011'OXY 61 EMOEI7. MN 0 Z 1 b COW. 1'-P1' f2J b REOAR ON C-MAJlM 1 3:e Bic MAIC P00111D LNREL CGNT. MIR-)� (I) b REMAIR GET N 0441101M y 141644 -_ 1 -STORY FOOTING oe-O'CCxMu PILLED ED O LL (TYPJ aT11111INW114 EPDXY 61 EMaND. MN MOMOTING AT L. B- W, W UPLIFT d 2X WALL PRAMN d (3:PX0' Alyt 2dOIR MGI -16 or (!�i'XI!' S L12" W,47C. ROW ILV TWAT OR • , 31n"� G1ONCi. FIERI'. LW/ J-ElC7LT0 I'Arl 6 EI'IOEPMENT W► 4'>i2'9p/0' . 6 x6 W 14 C. 9 "OR WAGWI R AND NUt 9PACEA EV IPLT MW I a FISH ON 6-M L 4R.GCIR TO MOW MPAM. SOT N JOINTS o- POLY NIVYUM VAPOR Y= FIOEiRMLOM ON G -MIL 11"011k TO PIL LM. (9LrIMVED ANCWR IN 3 1/2' C Ncl. RANI! W/ 6'X61 BARRIER CIN POLY E1'141T- M VAPOR 6OLC FCUR AGCWwrAOLE PWtWCMT) ° ° _ a 4 WIL4xW1A UM OR 11106 F'E014 ON O' -O' PIN ".m t11 1 6" ' HLOLL-Ci.GM1@ACtEC7 Ci.1=AN ' i' -a3' ' Lp..L-Ci.OMI°'ACt61r'i CLEAN a MARRIVIR ON• °• aw" m ON i6 -MIL POLY �L1=LLQ-COF1VAPOR 'aGTFD a a R 4 TON"'11TE TR AIND PIU. 1 TLRMRO TFlOATEp PILL t:LOlaly TEfEMI'19 TREATED FILL (2)116 FiOOAR ON 0"m I _G (3) b REMAIR ON C U41R6O. ° MOND OVA 1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL To TYP. RETROFIT FOR THE �IGAL ARIfE6 P,�R F . W. BLOCK WALL CONNECTION OMITTED DOWELS 140 M I�471°""� AL 111111001AIR AT I,a B W. W NO UPLIFT @--AZ-L. B ,� + ' 14QOI� n'd1014 PWASCA,1A".r-O'Pz lLt'.r-iF AC.eI_Ee I/21•r-D' " • �► 6' FMG +G4bAGE T4NRL4 FO01IrIL` dMRCiLr= PTI = OEEAM s n F4L'OAR LW IW' WOCiMC 1 4-1 / 4 VARIES MR "V. - _ a' VARIES PER El v. (2) b REOAR ON C WAIwEO d a , 9 . ° _ a 8 vAIM S' C:AI)L.IC AND GEA1_ 2-6TORY � � '„ ° '� a GRO TTLD now MEAM 9' 3, (3) % pecAR ON C Ims i _n ' (2) q9 REMAIR * 114TORY A (3) b REMAR 2-STOMRI' < a ° m ° a r O"00 RilLLAR TO an 1) % REdAIR VERTICALi-Y IW CONS. .�//\//\i/ # Qd1G LNIE C4Nt1y1m" wckpw,11CHILL �A o p a° R -4J INSIA_ M K d /X\/^N//� �" PVG 9LOOVC FOR CA+46 LII+E A 0' -_ ---' - /r\//fir/\ .1.`cm - � .FIM/ r_ -0 . a woaD ISAIGE "° n x � A Int 17R11VALL 2'-I' MIN. LAP 1u 3 Yi1 CONC. REM': IW 6196' SHOWER RECESS FOOTER66-ML"'41 LY�MYL1116 �' POR A - 1 DAPI IPIR ON WELL-CMPACiER 4 eca.rl r.r�' "�" "� @>WR LAP AT FOOTING �� FlEaulRrlD u'EAayriuT m O I CLEAN TERMITE TREATED PILL POR MGImECtfCN PGR NGPECTION V7 114 4 !� 1 Pc v-' Pa D-DFNA-ft 1RA FON�i PNIG14 FLC)C)iR r ad TIE VERTICAL IO!4"414IR �' ° ad A TIO VF-RTICA. PROM to WQFWAtkX4& dfL(1) b YEW. I7GILML A a.q TiREL'JAR RV ifl' Hi7r.+1K o WmZATIQL&p a n p' q.4 a tl LAPPED W/ 94NO BEAM _ ° ° A � d RLDAR LW 40' 4kiOIC ° d . ( I) b REPAIR AT QXR41111110 I-8TOR1' ; . �...... . W! 20" LAP MN m (2) WO ANDAR ON CAIRO a ° q ° ° • n n fmAIR ON C4#4NR6 q. ° a Q HORIZONTAL/ VERTICAL . aaq HORIZONTAL/ VERTICAL REINFORCING AT 1 -STORY FOOTING TYP. REBAR LAP W BLOCK WALL E REINFORCING �l BEARING CHANGE SLAB AT S.G.D. � GAS LINE THRU BLOCK AT LINTEL CORNERS D . _ - 11 (IPI k. r■r�r O ARCHITECTS 4Des sn Gro U inn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744075 www.abdesigngroup.com AA #: 0003325 9UBDIV. N!!h: LOT: KENSINGTON RESERVE (LOT #19) MODEU SANTA ROSA (VERSION#01) PRa,'ECT#: 299"7.000 PAGE: FOUNDATION DETAILS A�R�CHn"EC/:FL'4T- � STAIEOFFI JAN 16 201 JANESES Y AR moo 1]A /12 /18 �IIIIIIIIII 00000vovv, 9UBDIV. N!!h: LOT: KENSINGTON RESERVE (LOT #19) MODEU SANTA ROSA (VERSION#01) PRa,'ECT#: 299"7.000 PAGE: FOUNDATION DETAILS A�R�CHn"EC/:FL'4T- � STAIEOFFI JAN 16 201 JANESES Y AR moo 1]A /12 /18 F-1 `di.�I_IeA 11 now'PT PT ANT SCALIE: 1/4 = I'—V' ELEVATION W 10-4 19' -011 ARCHITECTS /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngfoup.com AA M 0003325 r � \0000000001 DUBLIN. & LOT~.' KENSINGTON RESERVE (LOT #19) MOMCLa SANTA ROSA (VERSION#01) PRO,J"ZCT#: 2997.000 PAG 104 "o DOWEL PLAN MMOMEMMMM" ARCHITECT: STATE Cr- FLORIDA JAN I F 2gl JAMS AR %9 fDAT 1/12/18 s :1/4"=l,_a„ L -4A 25 -SH I 04 16'-O' X 11-0' 0HW LINTEL PLAN.. SCALE: 1/4 = 1'-& ELEVATION "B" GENERAL NOTES: L CODEE$ I.I. FLORfDA 5U1LpING CGDE RESIDENTIAL, 6TH EDITION (201.1), SECTIONS 84022 4 R&O& 12. FLORIDA E5UILDING CODE RESIDENTIAL, 6TH EDITION (201.1), 5ECTION5 15012 4 2101. 1.3. MILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-GJEs). IA' AMERICAN SOCIETY or CIVIL 3=NGINEEERS MINIMUM DESIGN LOADS FoR E5UILDING$ AND OCHER STRUCTURES (A$CE 1-I0)). 2. CONCRETF_: 2.1, CONCRETE CoMPRE551YE 5TRENGTH AT 28 PATS: 2.1.1. PRI= -CAST LU/STANDARD REINFOrRCEMENT-4000 P51 2.1.2. PRE-GAST LU/PREE$TRE:SS REINr-ORCEMENT-6,000 PSI 2.1.8. GROUT PER ASTM 0416 - 3000 PSI W/ MAX 3/8' AC.vCx C447F, 8' TC 11" 51.UMp, 22. REINFORCINCG EARS: 22.1.5TEEEL PLACED IN FR.EC45T LINTE=L AT TIME OF FA15RICATION ASTM A615 Cr4RADE b0) 222: STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A$tM 4615 (GRADE 40). 2.3. PRE-STR,E $rvE'.D STRANDO A5TM A416 i -WIRE, $TRE -65 RELIEVED 21¢1 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANCE UJITH ACf 315. 2.5. CONCRETING OPEERATfONS SHALL COMPLY VTH ACf 574NDARDS. 3, MA$oNRY- 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM To THE SPEGIPfCAT1t.N or THE NATIONAL GoNCRETE MASONRY ASSOCIATION AND ACI 530>-O& 3.2, MINIMUM MASONRY UNIT STRENr4T✓-I: F'M 1500 PSL 3.3. MORTAR SHALL ESE TYPE: 5. 4. STRUCTURAL 4.1. $APE LOAD VALUES ARE BA$ED ON LINTEL.$ HAVING A GEARING of 5" (WITH A MINIMUM ACCEPTABLE 51=ARfNG oP 4" PER FLORIDA WILDINGGODS RESIDENTIAL, 4TH 1 DItION (281 ), SECTION R6f��a.14 OR FLoRIpA BUILDING CGUF RE5IDEENTIAL, 5TH EDITION (2014), BECTION 2104.IB TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS -- Y LINTEL SAFE LATERAL LOADS (PLF) Total Length Type 1110 PLAIN B118' 5OLIR 2' -Ip' Precast 1998 3%4 LENGTH Precast 1168 231$ 4'-0' Precast 644 1614 4'-b' Precast 6.48 1266 4.8' Precast 536 .1163 5'4 Proust 666 ^ 1355 _ 5'-10, ProUbt 843 1105 6'4' Preca t 634 _ 1364 '.Q88 0_6' Pracasl 612 664 '6'•B' Precast 518 1211 T'.6' Precast - 446 938 1'-5' Fh m ." 425 694 6'-0' Proust 361 614 8'-4' Precast 354 145 9'-4' Precast 211 563 10'-6' Precast 192. 433 II' -4' Precast 196 W 62®-.-- 12'-tA' Preuat 164 549 12'-6' Precast _^.. 143 504 131-4' Precast IV, 404 144' Precast 99 ---.-_ 1 391 14-8' PYestroesed NA. 941 5'4 Preetresned NA. 3@2 11'-4' "mtressed NA. 213 IS' -4' Prestressed NA. .116 20'-0' "stressed NLA. ..-.-159-.-...-- 21'-4' Prestramw NA. 01 22'-4' P're6tressad NA ¢@ 24'-0' Preatraesed NA: 93 Aft • Not Recommatded 6' 4' m LINTEL SAFE LAtLRAL LOAR8 (PLT) Total Length Type 8' DOOR HEADER PLAIN W DOOR HEADER 501 -IP 31•8' Precast 11'12 2011 LENGTH Precast 930 1611 4'-2' Precast 861 1521 4'-4' Ptttca6k 135 1386 4'1' Precast b$9 11bb 5'•$' Precast 660 1171 _ b'-6'�m Pracrsl 504 %4 7-8' Promt - F 411 TET 3'-8' Precast 356 664 91-6' - Pr4cast 2N, 535 LOTT S rel' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (4077) 656 2112 'a° LINTEL GEAR L;=NrsTH SPAN----- T LNTEL STEEL ---- BOTTOM BAR TOP BAR LINTEL LENGTH `b' -4p COMMENTS 114' PRECAST (2) 2 0)_02-4i-4-5- L-1 i'1'-4' ans-S-(WKUL PRE6TRe861:p L-2 41-6' 8114-5-(1A)KVX I c�sr p L-3 -1-e' alb-a-(UUKI L 3831 L-4 10-16' 8116-8-(IAJKia.. _3'-6' 4_@' L -4A 10'-6' 8116-641JUKUL (212 L-5 rt' -6' 61!16-841AJKUL 3386_3336 L -6 1-6' 6116-841MMUL PRECAST 4 40 •r •r L>.t i•4 & 8/8-S-0) cau) 95 BIA—S-0) 1040) 15 NUNINAL WIDTH/HEIGHT OF LINTEL Ir PLAIN OR SOLID LINTEL [8i16-P-#ui#L1 No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY , N.R- NO RECOMMENDED TABLE NO, 3 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES 'a° LINTEL GEAR L;=NrsTH SPAN----- LINTEL TYPE LNTEL STEEL ---- BOTTOM BAR TOP BAR UNFILLED GRAVITY CAPACITY (1 GRAVITY CAPACITY 5L (OnU GRAVITY UPLIFT UPLIFT CAFIAC17Y CAPACITY CAPACITY (V% OnU (115L (U5U 0U5L (MU LINTEL �CLEA�LN7EL TYPE 114' PRECAST (2) 2 0)_02-4i-4-5- CAPACITY CAPACITY (UN CAL {115PACITY 1809 1003 8529 I0wo ' ; " / ��ppp0p __P__S�I ONOUT IN FELD)dw 2'-2' PRECAST (2) 2 (2) 2 2415 3831 3831 4815 _ .4615 _3'-6' 4_@' _ 2'-6' PRECAST (2) 2 (212 1183 2111 2171 3386_3336 _ 4,6' 3'-2' PRECAST 0? -2 (2) 2 1343 2165 2165 2603 2608 4'-8' 3'-4" PRECAST (2)42 -. (212 1232 2@11 2011 2421 2421 5'-4' 4'-@' PRECA67 (21 "3"3 F (2J 2 6 1651 1651 1610 Iasi 5'-10' 4'-6' PRECAST (2)13 _ (2) 2 a" 1423_ 1423 1410 16rD9 6'4' 5'-@' PRECAST (2)14 (2) 2 "- --- 140 - 1233 1283 121b 1405 6'4' W-2' RECAST (2)14 (2) 2 710 _ 1232 1145 1348 b'•3' 8`-4' PRECAST (2) -4 (2) 2 632 _1232-- 1134- ~ 1091 1295 - 7.6: 6'-2' PRECAST_ (2) W f2J 2 510 991 _-_TIER _ 991 &75 1082 .-18- 6' 4' PRECAST (2)114 f2J2 551 959 S., 134. 1041 6'-0' 6'-6' PRECAST _.._ (2)'W (?TTY - -"�518� 9011 SO2 112 964 V-4' T-0' PRECAST (2)114 _ (2; 02 -� 486 861 E51 648 921 9'-4' 1 8'-0' PRECASTL(2) (2)62 416 126 .126 4N 190 V-2' PRECAST (2) 12 354 618-� .bi6� _ _ __3$@-_ X615 II' -4' 10'-0' PRECAST (2) 9 35 561 561 317 60112'-@-0'19�'-8' PRECAST__ (2) 9 292 525 525 211 561 12'-6' 11'-2" PRECAST (21+3 211 493 4S8 251 512 13'-4' 12'-01' PRECAST (2J r'U 255 463 456 214 442 14'-0' 12'-8' PRECAST (2) t 239 430 430 190 395 4- 19'-4! PRESTRESSED (2) 2 N.R. 415 413 446 15'4 14i-0' PRESTRESSED (2)114 f2) 2 NR. 319 319 210- 4@i 11'-4' 16'-0' I PRE61PES3ED (2)114 (2) 2 N.R. 239 288 w 311 I9'-4". 16-0' rRE5MEWO (2) 5 (2) 5 N{R. 224. 224 131 254 20'-0' 16'-6' T'i�88ED (2) iS (215 PLR. 201 207 122 231 21'-4' 20'-0' PRESTRESSED (2) 115 f2J N.R 117 117 101 206 22'-0' 2&-W pwcat ESBED (2)9 (2)t NR 164 164 1 Im 195 24'-@' 22'-e' PRESITE3SER (2)'5 (2t'M KR 13? 132 8d 163 N.R- NO RECOMMENDED zoo. z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL T'T1'E' LINTEL STEEL GRAVITY GRAVTT' UPLIFT IIPLP LEN TH SPAN CAPACTY GAPACITT CAPAcJtr Bl7ttOMHARtt)pAR(01% {1J5U (IMSL (1700 (P5L (I)'6U [rAIAI�ITI P5L (211511 TAKE No, 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 X 24" COMPOSITE LINTELS LINTEL CLEAR LWTLI- TYPE -- LINTEL STLLL GRAVITY GRAVITYF(ML TFT UPLIFT LENGTH SPAN f -- CAPA011T CAPACITYCITY CAPACITY BOTTOM BAR _TOP BAR 1(o)'51-ftft I!ML(11451 15U tl)k3L (2P5LL TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS _ LINTEL CLEAR LINTEL TYPE LINTEL STEEL — GRAVITY - _I GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 0011011 DAR TOP DAR Zw, (1150 (U5L (11511 OnL (IM (P% (2AU TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 8" LINTELS LINTEL CLEAR LINTEL IYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN Bp1T0M BAR TOP BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (OAA (15U (IrltINSU MID, (IrolI (U51. (P$u TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) _ _8" X 6" RECESS DOOR HEADER ftwT LIENGTH Spm LINTEL TYF G —RTO M 048 LINTEL STE TOP DAR �pCZ-11111"? 11" CICAPACITY (IC L f CCIT .SL (�I U (IPA A5U 9q' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 50170'1 PAR TOP BAR (9)r% (U5U fl)5L (V% 'j (InU (IASL (21'60 TABLE No, 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY SOTTCAM 5,w TCP EAR C0)5L 11150 RUST. NSU (i)SL (DSU (ML (2850 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 14" RECESS DOOR HEADER TII L fEPL^iTH CLEAR � LINTEL TYPE S CLL 6TLAR I �P BAR - @APAnL f II, ' (LCA ACCTOniI(1�ACIU (IN5LAJ5U 1) 03 CON71NUOUS 8"X18" KNOCKOUT BLOCK TABLE NO, 3 #111. REINFORCING SCHEDULE & LOAD CAPACITIES 'a° • SAFE WORKING LOADS (PILE) JAMES:s 8" X 20" COMPOSITE LINTELS LINTEL �CLEA�LN7EL TYPE LHMLBT I- LENGTH SPAN BOTTOM I TOp CAPACITY CAPACITT TO I BAR BARf@ {1850 fi151�(�)'•vU CAPACITY CAPACITY (UN CAL {115PACITY zoo. z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL T'T1'E' LINTEL STEEL GRAVITY GRAVTT' UPLIFT IIPLP LEN TH SPAN CAPACTY GAPACITT CAPAcJtr Bl7ttOMHARtt)pAR(01% {1J5U (IMSL (1700 (P5L (I)'6U [rAIAI�ITI P5L (211511 TAKE No, 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 X 24" COMPOSITE LINTELS LINTEL CLEAR LWTLI- TYPE -- LINTEL STLLL GRAVITY GRAVITYF(ML TFT UPLIFT LENGTH SPAN f -- CAPA011T CAPACITYCITY CAPACITY BOTTOM BAR _TOP BAR 1(o)'51-ftft I!ML(11451 15U tl)k3L (2P5LL TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS _ LINTEL CLEAR LINTEL TYPE LINTEL STEEL — GRAVITY - _I GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 0011011 DAR TOP DAR Zw, (1150 (U5L (11511 OnL (IM (P% (2AU TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 8" LINTELS LINTEL CLEAR LINTEL IYPE LINTEL STEEL PLAIN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN Bp1T0M BAR TOP BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (OAA (15U (IrltINSU MID, (IrolI (U51. (P$u TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) _ _8" X 6" RECESS DOOR HEADER ftwT LIENGTH Spm LINTEL TYF G —RTO M 048 LINTEL STE TOP DAR �pCZ-11111"? 11" CICAPACITY (IC L f CCIT .SL (�I U (IPA A5U 9q' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 50170'1 PAR TOP BAR (9)r% (U5U fl)5L (V% 'j (InU (IASL (21'60 TABLE No, 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY SOTTCAM 5,w TCP EAR C0)5L 11150 RUST. NSU (i)SL (DSU (ML (2850 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 14" RECESS DOOR HEADER TII L fEPL^iTH CLEAR � LINTEL TYPE S CLL 6TLAR I �P BAR - @APAnL f II, ' (LCA ACCTOniI(1�ACIU (IN5LAJ5U 1) 03 CON71NUOUS 8"X18" KNOCKOUT BLOCK (1) 09 CON11NUOUS 16 9"X18" KNOCKOUT BLOCK #111. ' IA.�• `r• +� 'a° • • JAMES:s • '';.• ,1 AR ' ' / PSI OROUT ' ; " / ��ppp0p __P__S�I ONOUT IN FELD)dw . A. w. •� • r- ! ' . •r •'� ! ' � •' PLACED IN FIELD) +. r�u ` I[PLACEO tlrm • r IWaD ar, •: t 'p 4. ; • ••� ' ' :" •: r :"•: ..S' r 1/12/18 •� TOP BARS: i• x .., TOP SARS ' • •.t � � 8/32—S—(1) 4&1) • SEE SCHEDULE r .y r SEE SCHEDULE •� SEMET .A Re *: . +� +► a� •�� • I .'e • ; (i) CONTINUOUS_ w ' •� • (1) 'ib CONTINUOUS A11W ••�a� • r� Oros •-�ad •';� �� 4A s. •. -4111 �I"I'I'lll •11..4 �� r►•"�.' .'••3,';• 7 STIRRUPS AT 4 -D' es 7/32" STIRRUPS AT 4!-0' oc ' ,aoo f • �; . .'w�•". �,� • , � „ (� OR VELDED) „ , .• •' ( OR WELDED) o N t . S SC I BE RULE ( STT 111110170111 BARS SEE SCHEDULE ~ w ' W 8/16—s-0) #5A1) #5 PRECAST (PRES1RE95m) g m 72 MARE STREW RELIEVED 1° MLI MI D 270ker PRESTRESSE GAS .I5. r 8/'18-S-0) #5A') #5 8r24 -S- J' /"(11 #5 PRESTRESSED $/20-S-{1� /(1) 115 �Z�-.. a /40 4+ /4% xc /i4% uc sa /4 A e /4% um um ARCNITECTS _ Design FA}C;407-7744478 www.abdesigngroup.com AA #: 0003325 8 E 0 L C s i3m . Rei Loti KENSINGTON RESERVE (LOT #19) M03DRL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PAGE: LINTEL PLAN (LOTVS) ARCHTECT: STATE OF FLOEN AN i r) ?�/ JAMES:s '';.• ,1 AR 12079 DATE 1/12/18 SC :1/41,_1,_0„ 8/32—S—(1) 4&1) SEMET 5C or 9 wommo �I"I'I'lll ,DDOD000OOJ 8 E 0 L C s i3m . Rei Loti KENSINGTON RESERVE (LOT #19) M03DRL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PAGE: LINTEL PLAN (LOTVS) ARCHTECT: STATE OF FLOEN AN i r) ?�/ JAMES:s '';.• ,1 AR 12079 DATE 1/12/18 SC :1/41,_1,_0„ 8/32—S—(1) 4&1) SEMET 5C or 9 wommo ARCHITECTS .-) Gro�u Desi n Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA ('V'ERSION#01) PROJZCT#: 2997.000 PAGE; LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA JAN 16 201p ETIF DATA 1 /12 /18 SC :1/4"=I' -O' SETEXT 5DOF eJ �IIIIIIIIII .000vvovoo, KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA ('V'ERSION#01) PROJZCT#: 2997.000 PAGE; LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA JAN 16 201p ETIF DATA 1 /12 /18 SC :1/4"=I' -O' SETEXT 5DOF eJ MINIMUM WALL ANP WEAPER STUD REQUiREMENTS MAXi 11 M i-1EADER SPAN (11`0 Cu"NNECTOR C H E ULE CONTROL DATE: (dl -(AI -15 L��g �J LLL111 SCHEDULE &I-@" SIMPSON 41-111/2, USP AMD UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 3 ME74-16 1450 HTA 16-16 1400 (T) 10d x 1 12" I -PLT, (6) 16d 2 -PLY, (U5P: (10) lOd X I I2" - NO 16d OPTION) (2) MFTA-IF 1985 ISOO (2) HTA II IS 28C�----..- (10) 10d x 1 12' I -PLY. (USP: (10) 106 x 1 I/2") -- 04) 16d 2 -PLY (USP, NO 16d 077101,1) HETA-16 1610 HTA 16 1615 (W loci x 1 I/2' 1 -PLY, (t3) 16ci 2 -PLY USP..(10) 10d x 1 1/2', No Ibd oPT1oN HETA-20 1810 HTA 20 1615 (9) loci x 1 1/2'1 -PLY, (8) 16d 2 -PLY LISP: (10) lod x 1 12', NO 166 OPTION ------ --._-...` --- (2) HE714-20 --2035 2500 2600 (a) HTA-ao (10) 10d x 1 12' 1 -1 -LY LISP: (10) 10d x 1 1/2' 3110 - (12) 166 2 -FLY (USP; No 1&d OPTION) 0 LGT-2 2150 LUCZ7-2 1915 (7) - 1/4' x 2 1/4" TITEN, 2 PLY - (U51': SLK (5) 1/4' Le, WOOL? <iS) loci - --- V) PETAL -20 2450 _- NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - I0d x 1 12, 1 PLY MGT 3966 - MLIIGT 40oo (1) 5/r3' A.7 -R, IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (22) IOd TO WOOD (USP, f2a) loci tO WOOD) HGT-2 HUG.T-2 9365 <2) 3/4' A.1'.R IN HIGH STRENCxTH EF'oXY CHIN. 12' EM53=D), f16T loci Ica WOOD /USP: WOOp (S) I®d) 1 -IGT -3 ` 0930 HUOT-3 9.301 (a) 314' A.T.R. IN HIGH STRENGTH EPDXY (MIN. V EMBER), (16) 10d TO WOOD (USP; WOOD (8) 10d) -- - _- LGT3-5062.5 3285. 1-UGT-3 5330 -- (12) $Pr 1/4'x2 1/2" TO GIRPER, (4) 3/8' x 5' TITEN 1-4D TO WALL (USP= CONIC. (4) 3/8' X 5" WEDGE DOLT, WOOD (12) W625 -- LTA2 1210 PARALLEL TO WALL 1425 FERPI=NDICULAR 7O LPTA WALL 1555 - _ (10) 106 x 1-I2' (USP: (10) 106 x 1 12' - -- VAT 4940 - - NO USP CONVFRSION FOR SIMPSON vcvT _ (i) 5/8' A.T.Ft IN HIGH STRENGTH EPDXY (MiN. 12' EMBED), (16)-6DS 141X3' TO WOOD (2) YG7 1185 NO USP CONVF_R510N FOR SIMPSON (2) VCT) (2) 518" A.T.R. IN HiGW STRENGTH EPDXY (MiN. 12' et'IMD), (32) -SDS I/4'X3" / 2 FI -T M75-12 1000 MTW 12 1595 (14) 10d x 1 I2' (USP: (14) 10d x 1 I2", 04) 10d) HTS-1Ca 1150 WTW I6 1660 (16) 10d x 1 I2' (USPt (6) 10d x 1 I2", (16) IOd) HT$ -20 1450 WTW 20 2045 (24) 10d x 1 I2' (USP: (24) hod x 1 12", (20) I0d) HTS -24 14547 HTW 24 2045 (24) 10d x 1 1/2" (USP: (24) 10d x 1 12", (20) 10d) LSTA-12 ++ 925 I-9TA 12 910 (10) 10d U5P: (10) 106 LSTA-18 ++ 1235 LSTA 18 1360 (14) 10d USP: (14) 1Od META -18 ++ 1315 META -16 1315 (14) 10d USF': (14) IOd - _ -` - V) MSTA-24 ++- 1640 MSTA-24 1150 (18) loci - - - U5P: (18) Ica -_--- ---- --v--- CL MSTA-30 ++ _...2050 - MSTA-30 - - --- 2140 - (22) lod U5P: (22) lOd M6TA-36 ++ 2050 1`157A-36 2525 _ (26) lod USP: (26) 106 1-- MSTI-36 3800 KSTI 236 3090 (36+) 10d x 1 12" USP, (36) 10d x 1 112" V) MS TI -4& 5065 -- KT51 24& 4250 <48) loci x 112" U$P. (45) 106 x 1 112' H6-- 950 L;" -TA 6 1595 (P) &d To PLATES, (6) 5d To 5TUD5 TU5P: (16) 5d x 1 1/2", (16) 5d) 01-4 565 SFT 4 - 945 (6) 10,1 x 1 1/2' TO STUDS USP: (6) 10d x 1 lit' TO STUDS A34 - 3'39 MP 34 410 (4) 9d x 11/2' TO BEAM, (4) 5d x 1 I2' TO POST. U5P; (4) ad x 1 112" t0 554M, (4) ad x I I2' 70 POST. HCP2 -645 - HHCP 2 _ 1010 - ----- (12) 10d x 1 I2' -_ - USP; (10) loci x 1 1/2' TO TRUSS, (10) 10d X 1 I2' 70 PLATE HIDA 1540 RT 16.4 21M (18) lod x 1 1/2' USP: (9) 10cJ x 1 1/2" TO TRUSS, (8) 10d X 1 I2' TO PLATE YGT d HDU4 4565 RHD 4A 4535 (16)-5pS 1/4'x9 70 WOOD, (0) -$DS 1/4'x2 1/2' W/ THREAPED ROD, (2) NU7S/WA5HER/2 PLY USP: 5/8 ATR MiN. 1 EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCFREWS V57 4 HD15 4940 TDX 10 m — 5110 (16)-SP3 1/4'x3 TO WOOD, (3)-3/4" 51 UD BOLTS W1 THREADED RTD, (2) NUTS/WASHE"PLY U5P, 7/8' 47P, MIN, T' EMBED SET IN HIGH STRENGTH EPDXY <4) 1/8" 7HRU-BOLT$ ABU 44 x200 6665 PAU 44 2535 67115 (V 518' A.T.R IN HiGH STFIENGTH EPDXY, (MIN. 1' EMSED.) IN CONC, (12) 16d TO WOOD USP; SAME AS SIMPSON ABU 6h 2300 12000 PAU 66 2595 13615 <9 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)I&a To WOOD USP, SAME AS SIMPSON � LTTF3 +++ 1.340 LTS 19 - 1205 (U 3/4" A.T.R. IN HIGH STRENGTHYGS EPDXY, (MIN. 1" EMBED.) IN CON, (Rood TO WOOD USP: AM£ 45 SIMP60N 0 LTT205 .++ 1500 LT5 205 - -- - _-- 1105 (U I2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' SMORD.) M CONIC., OOAOd TO WOOD U$P: 3/4' ATR MIN 7' EM5ED SET IN HIGH STRENGTH EPDXY, (10) lOd, (10) loci x 1 1/2', 2-1/2" _ WTT4 4455 HTT45 4465 3/B' A.T.R. IN WIGI-I 5TNc3TH EPDXY (MIN. 1' EM5ED,) IN GONG, (16) SD'40 X 1 I2' (11SP: (20) 16d X 2-1/2') (U RE USP HAS MORE NAIL OPTIONS; (20) 106, (20) 106 x 1-I2', (20) 16d x 2 12' HTTS 5090 H7745 5430 (1) 5/6' ATTR. IN HIGH STR.ENG7H EPDXY (MIN. V EM5ED) IN CONC_ (26) Ibd X 2 12' (USP: (20) 16d X 2.1/2') U51' H45 MORE NAIL OPTIONS, (28) 10d, (28) 100 x 1-1/2', (20) 16d x a 112' WHpQIi•6p6 2S+ 11810 UPWp 11 12090 (1) 1' ATR. IN 14C.A4 STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC., (24) SDS y4' x A' WOOD SCREWS (USP: (24) W53 HOOP SCREWS) HD15 6645 Tpx IV 5110 (1) 7/&' A.B. IN HIGH STRENGTH EPDXY, (MiN. 1' EMBED.) IN CONC., (3) 3/4' STUD 15OL75 7O WOOD (USP; (4) 1/5' 5vLT6) 1`15HA 3,x6/11.25 34-15 5330 NFM35XF2U 3165 1130 _...__._._. .._._..._�.._... SIMP50N. (I) 3/4" A.T.F.. IN HIGH BTF;!ENGTH EPDXY, (MN. 6.15' EMBEDMENT) N C.M.U. TOP, (U 9/4' A.T.R IN HIGH 6TREN3TW EPDXY, (MIN f,-15' EMBEDMENT) IN CM.U. FACE, (IH)IOd 7O BEAM USP, (i) VV J -BOLT W/ MINIMUM 6: LM5LP, 4 NOT LL$5 THAN 4' PoRCM LPGL OF GONG V 314' DIA I1W RAM05IM5DHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 9" EMBED DEPTH INSTALLED IN THE FAGS. 04 101 AT J0187 _-.�._.,.._._...-_ IX Lv2660 0HU$0412 (WOOD) 3695 -._._..__.-.m., (FLR) 326x ( ROOI) HU$4121F 2530 (FLR) 3060 8225 (ROOF) 002 16d TO HEADER, (4d) 16d TO WOOD USP: SAME AS SIMP50N HUC410 (CMU) 1810 5085 WD410 IF 1905 9115 (16) 1/4" x 2-914" TITEN (9 PER R-.ANGE) TO CMU, (10) lOd TO WOOD: (1.45P: (18) 1/4' x 3" W53 5CREW5, (10) lOd TO WOOD. HUC210-2 (CMU) 1610 5085 - - W0210-211" 1905 3115 (18) 1/4" x 2-3/4" TITEN (9 PEi@ FLANGE) 70 CMU, (10) IOd TO WOOD: CUSP: (IS) 1/4' x 3"W53 SCREWS, CIO) lOd TO WOOD HUC210-3 (CMU) 1610 4000 HD210-311=m 1905 3115 (16) 1/4" x 2-3/4" TITEN (9 PER FLANGE) 7O CMU, 00) 106 TO WOOD: CUSP: (15)1/4' x 3" W83 SCIREWS, (10) lOd 10 WOOD LGU1`126-2-SD5 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-5DS (4) 3/5' x 4' "I'1 -FEN HD ANCHORS (2 PER FLANGE) 70 CMU, (4) 114' X 2 I2' 8175 SCREWS 70 WOop HIGH STRENGTH EPDXY " 5IMF1$QK 'SEI EPDXY-VE". CONTACT THE ARCHITEGT/ENGINEER OF 'R.EC01':D FOR WRITTEN APPROVAL PRIOR TO 5U55T11'U71Wa FOR 51MILAR EPDXY PRODUCTS OR USP - GIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEET', THE VERTICAL CELL IN C.M.U. WALL MUST SE FILLED 501-11: w/ GPOUT. ++ IOd COMMON NAILS CAN BE $UBSTITUTECp WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 73% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FRZ "I THE ARCHITECT IS REOWRED FOR THIS APPLICATION PRIOR TO NSTALLATION. Cil +++ MiNIMUM EMBEDMENT INTO THE TOP OF A 501ID5EAM WILL 5E 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E "1" W 1- O A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. Y4RiE5) BECAUSE OF THE WIDE YARiETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS" THE CINTRACTOR MUST 5E RE$PON$l0LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USiNG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING Z 14X / 1APG GALYANIUD CONNECTORS, USE FASTENERS GALYANIZEP ftm ASTM -,4153 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN NDIYIDUAL 54515 AND MUST HAVE WRI77EN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMf'SON 'WOOD CONSTRUCTION CONNECTORS C-2013" , 'WCiH WIND-RFSISTANT CONSTRUCTION C -1{1V09, AND ANCHORNa 4 FASTENING SYSTEMS FOR CONCRFTF A MASONRY CATALOG G -SAS -2012. MINIMUM WALL ANP WEAPER STUD REQUiREMENTS MAXi 11 M i-1EADER SPAN (11`0 UP TO 61-01 TO &I-@" UND. 41-111/2, -P-11 1/2' AMD UP NUMBER OF HEADER STUDS SUPPORTIWx END OF HEADER 1 2 3 NLf IDLER car- BILL LENGTH STUDS I AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRYICONCRETESHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSSIBEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE 05L. 2xIO SOCU990 TC TFaJSE SECURE (2) 2x& TC DC►L" 2x4@ W1 WUS-26 r,-'-"\LAND1NG DETA : ; ;v rrirrirr 0 A R W. A "rry inn 1/2 -1' - IL SECURE (2)2x12 5M TO PT 6x6 POST NUG -410 W1 (2) META -24 POST TO SLA5 W ABU -66 (2-TYP) (2;2X12 BM II II II II II II II II II �� �� II II II �� �� (IIII CJ3L u u n u n n II I I u n n n II II II n = I GJ3L IIII IIII II II II II II WETA-16 Cl I M..@ —6 (2) META -16 mo_ll- `� ,n �-. ^-- 1� L --; NUC -410 (2) META -16 p- --------- ----------------=-----_-----_-- ---- _-- ------------------------ - n1lo 1R 1 1 1 ---4-r- ---- I•I---- ------- --- ----t---- h ----t ------ --- Q 0 lie 0 II� iI� IIr- III� lit II— m" I I II II II II II II II iI II SII II II iI iI II iI II II II II II 11 — __lI II II II II II II II II II II II II II II II I rl II II �II II II II I II I C �I II iI iI II II II II I II II II II II iI iI II II II II II II II II II II II II I II II II �II Ii II II II iI iI II LI iI SECURE 2x6 LEDGER I II II II II II I I I I I I I I I I I I I I I I I I I II FER STAIR SEGTI©N ON SHEET II II II I I II I I I I I I I I I I I i I � I I I 4A"1 OF 21. II I �_[AII II II II II II I II II II it II II II iI II II II II 11 � II II II SECURE 2x& JU" V co. i "T" LEPCIER PER STAIR SECTION ON SHEET 441 OF 21. FIRST FLOOR FRAMING PLAN ARCHITECTS GDesPinc. n rou 1441 N. RONALD REAGAN BLVD. LONGINOOD, FL 32750 PH: 407-7746075 FAX:447-77 4-4078 www,abdesigngroup.com AA #: 0003325 r � �I'lll'Illl \0000000008 E m m E 0 r c V BD.4 M . & ..KENSINGTON RESERVE (LOT #1MODEU 9) SANTA RosA (vERsrorr#01) PR0JECT#: 2997.000 P'AGLz FIRST FLOOR FRAMI NG PLAN ARCHI'T'ECT= STATE OF RC3AN NDA JANES AR 2079 L1A1'E: '' /12 /18 SC :1/4,p=1, - 9-._1 ..s`.,r_�- FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY1CONCRETE 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 BYTRUSS 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 1 SECOND FLOOR ROOF FRAMING PLAN ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r CONNECTOR SCHEDULE CONTROL. DATE: 0-1-01-15 � SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -16 1452' HTA 18-18 1400 (1) IOd x 1 1/2' 1 -PLY, (6)16d 2 -PLY, (U511: (10) 10d X 1 1/2'. - NO 166 OPTION) -_--_- .- 1955 2WO (I0) 10d x 1 I/2" 1 -PLY. CUSP. (imS1Od x 11R') (2) ME7A-16(2) HTA 16-15 199— (14) 1601 2 -PLY CU6p: NO lbd OPTION) HETA-16 1610 NTA 16 1615 (9) 106 x 1 1/2' 1-f'LY, (6) 16d 2-rLY - 1,1811: (10)106 x 1 1/2', NO 16d OPTION \00000000�� HETA-20 1810 HTA 2O 1615 _ - -_-_ (9) 10d x 1 lit' I -PLY, (8) 16d 2 -PLY U5P= (10) IOd x 1 1/2', NO IF d OPTION- �.. 2035 (1V lod x I In" I -PLY USP: (10) IOd x I I/2 (2,? HET4-2O (2) HT14-20 3110 _ _.-. ..._ -. -. ------._......... 25023 (12) 16d 2 -PLY WSP: NO 166 OP'T'ION) O LGT-2 2150 LUGT-2 MID — (1) - 1/4' x 2 V4' TITEN, 2 PLY (U$P: DI -K (5) V4' WB, WOOD (16) IOd -- _ 1=LOOR BELvw �) V) PETAL -20 24W NO USP CONVERSION FOR SIMPSON DETAL-20 (IS) - lod x 1 1/2,1 PLY MGT + 3965 M-ICsT 4000 (1) ffi/B" A.T.R. IN HIGH 6TRE1,I0TH EPDXY (MIN. 12' EMBED), (22) 10d -TO WOOD (JSP: (2W Od TO WOOD} HGT-2 + IO96O HUCy7-2 9365 (2) 3/4' 4.7.19. IN WIGW 57F2ENGTH EPDXY(MIN. 12' EMC3ED), (16) IOd TO WOOD CUSP: WOOD (S) Imd) I HGT-3 + IO63m HLI07.3 - 9365 _ -- -- -^ (2).:3/41 A.T.R. IN HIGH OTRENGTH EPDXY (MIN. 12' EMBED), {16) 10d To WOOD (U8P, WOOD (a) M) I I 3285 LUG7-3 5330 1121 Sp6 I/4"x2 1/2' TO GIRDER, (4) 3!6" x S" T17EN HD TO WALL (USP^ CCNC_(4) 3/S X 5' WETGE 15"T, WOOD (12) W$25) .L_G+T3-SD52S 210 PARALLEL TO WALL I I I LTA2 1425 PERPENDICULAR TO SPTA 1555 (10) 106 x 1-1/2" (USP: (10) 106 x 1 1/2" I I WALL _I - -. I VGT 4940 NO USP CONV'ER51ON FOR SIMPSON VGT (1) 5/a" A.T.R. IN HIEN 6TRENGTH EPDXY (MIN. IV EMESED), CI6)-SD6 I14"X3" TO WOOD I I (2) VGt '118$ NO USP CONVERSION FOR SIMI-SON ('2). VGT) (2) r,/8'A.T.R_ IN F-Ik'9 STRENGTH EPDXY (MIN. IV EMBEP), (32) -SDs 1/4'X3' / 2 FLY 11IT5-12 1000 MTW 12 1595 (14) IOd x 1 1/2' (USF: (14) 106 x 1 1/2", (14) 10d2 HT5-16 1150 WTW 16 1660 06) 10d x II/2" (USP: (16) lod x 1 1/2', 06) IOd) I 1476-20 1450 WTW 20 2045 (24) 106 x 1 1/2" (USP: (24) IOd x 1 1/2', (20) 10dI I I 1475-24 1450 WTW 24 2045 (24) Imd x 1 1/2' (LSP: (24) Imd x 1 1/2', (20) 106) I LSTA-12 ++ 525 LSTA 12 910 I (10) led USF: ll®) 106 LSTA-IS *+ 1235 LSTA ID 1360 (14) 10d USP: (14) Wd L� in i8 L q I MST4-18 ++ 1315 M5TA-18 1315 (14) lad usP: (14) 106 164P2 META -24 1750 fl8) IOd USP: (16)1OdIl MSTA-30 ++ 2050 META -30 2140 (22) IOd UBp. (22) 10dMSTA-36 ++ 2050 MSTA-36 2525 (26) IOd USP: (26) lod - Ilk 11 1 11 11 F_7� 171 ..-.... /5 MBTI-36 _,Wo K571 236 3ow (3b) 1001 x I I/2' USP: (36) IOd x 1 1/2'MBTI-45 5065 KT51 248 4250 (45) IOd x 1 1/2' U6P, (481I0dx11/2" "CJJ3 CJ IH6 950 SETA 6 fW 5d Y© PLATES, (5) 5d -I'O S'tLIDB fIb) Bd x I U2', (16} 8d) -j4b USpr BP4 555 SP7 4 945 (b) IOd x I V2" YO 9TUD5 USP: (6) IOd x 11/2' TO STUDS A34 39+3 MF 34 410 (4) ad x 11/2"TO BEAM, (4) ad x 1 Ire" TO POST. USP. (4) ad x 1 1/z' To BEAM, (4) ad x 1 1/2" TO POST.HCP2 645 HHCP 2 1010 (12) 12/6 x 1 V2" U6p: (10) IOd x I I/2't0 TRUSS, (10) IOd X I t/2" TO. PLATE "' �) �� �� �� ii �� � �� �� W 11 �� �� �� �� �i �� — CJ3 HIOA 1340 R7 ISA 2160 (Ia) 106 x 1 112" USP: (9) 106 x 1 1/2' TO TRUSS, (S) Imd X I I/2' TO PLATE YGT t HDU4 4565 PHP 44 4535 (16) -SPS V4"x3' TO WOOD, (121) -SRS 1/4"x2 1/2' W/ THREAPEP ROP, (2) NUTS/WASHEPJ2 PLY I I II II II II II III II II I I II () II USP: 5/8' ATR MIN. 1' EMBED a9T IN HIGH OTRENGTH EPDXY, (IV) WOW WOOD $CREWS - VGT k HD -115 4940 TDX 10 51101 (Ir.) -SDS 1/411x3' TO WOOD, (3)-314" STUD 5OL15 W/ THREADED FOD, (2) NUTS/WASHER/2F'LT' GJ5 s USP. 1/5" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY (4)1/8" THRU-SOL70 W1 (2) TR�� TO 4 FV5T „I f r^) MTS -12 II II II II TIRIM TO 06PMT Wt (2) arts -I2 ABU 44 2200 6665 PAW 44 2535 6115 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED-) IN CONC, (12) 16d TO WOOD USP: SAME AS SIMP60N ABU 66 2300 12000 PAL; 66 2535 13815 (l) 9/e A.T.R . IN HIGH STRENGTH EPDXY, (MIN. 1' EMogDJ N CONC., (12)16d t0 WOOD USP: SAME AS SIMPSON � MVV I�Vy/ry�� *�f"w/p��J I ! i,"l �M- t I O W�9/'n '1 �� -4 PMT I V G7LL/1�11 � 14TT-4 --- -- (1) A.7.R, M HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONIC (5)I0d TO WOOD Q LTT19 +++ 1340 LT6 19 1205 3/4' USP: GAME AS SIMPSON -- -- - _ �f, �+y �By{�..y�r/ryG�rK (SMID 5LOCKWJ I J6T BE �/y �"� �y�.y �p �� (V�/{ 0 MOCK I MiJT BE - -- 152ND LTS 2OB _ 1103 (I) (/2' A.T.R. IN HIGH STRENIGTH EPDXY, (MIN. V EMDED.) IN CONC., (10)1256 TO WOOD LTT20B +++ -- ------ USP: 3/4' ATR MIN T' FMFsFT SIFT IN WIGH STREN GTW EPDXY, (10) 10.A, (10) Imd x 1 1/2", 2-1/2'-- ^,+.� MWAI1EG RETWIEEN FLOM y ' (��j� W ETEN FLOM VED BETWEEN (.) HTT4 4455 HTT45 4465 1115/6' A.T.Ft IN HIGH STRFNCZTW EPDXY (MIN_ 1" FMEFD.) IN CONC., (18) 5r)-10 X 1 I/2" CUSP: 1203 *d X 2-1/2') USP HAS MORE NAIL OPTION$: (20) lod; (20) I0d x 1-I/2", (20) 166 x 2 1/2" AW TOPIL=1./1.+1�/ A02'd = _ _ - - _ _ _ _ _ _ _ - _ - - _ AND TVI- H7T5 50:)0 1 -17415543rD (I) 5/5" A.T.R. IN HIGH STRENGTH EPDXY` (MIN. 1' EM23LD,) IN CONC., (26) ibd X 2 V2" (USP: (2m) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS, (262 10d, (25) IOd x 1-1/2', (2O) 166 x 2 1*' HHTQII-SDS 25+ 11,510 UPHT Il 12092? (111' A.T.Pt IN HIGH STREWN TH EPDXY, (MIN. 10' EMBED.) IN CONC, C24) SDS Y4' x 2X1" WOOD SCREWS (USF: (24) 11163 WOOD SCREIUS) �V WD15 6645 TDX 10 5110 (1) 1/6' AB. IN HIGH BYRENGTH EPDXY, (MIN. 1' EM5ED.) IN CLOW— (3) 3/4" STUD 15OLTS TO WOOD (USP: (4) 1/6" ROLLS) 403- SIMPSON, W 3/4' A.T.R2 IN HIGH STRENGTH EPDXY, CMIN. 6.15".FT aEDMENT) IN cm. TOP, Cl) 3/4' +� A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENTI IN C.M.A. FACE, (ISADd TO iSEAM 1130 FS TT I in MBNA 3.56/11.25 3415 5 3.3 01 NFM36X12U 3165 U31°, (1) I/2' J -BOLT W/ MINIMUM 6. EM5EV. C NOT LE$$ THAN 4' 1`ROM ElPr• lz OF GONC w 3/4' DIA tTW RAMOET/59D4-1EAD DYNA HOLT SLEEVE ANCHOR CR EGL. W/ MIN. S' EMBED DEPTH INSTALLED IN THE PACE, � � (14) 10d AT JOIST ~ W 2660 (FLR? 25321 (FLW HUSC412 (WOOD) 3635-- HUe4121F WOO ------ 00) 1bd TO HEADER, (10) Ad TO WOOD USP: SAME AS 511`1F'60N1 0 3265 (ROOF) 9225 (ROOF) --- ------- z I.11IC41O (CMI 1510 50-)55 HD410 IF 1905 3115 (I6) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO O9U, (10) 10d TO WOOD: (USP: (16) 1/4" x 3' W53 SCREWS, (10) 106 TO WOOD. — - II (CMU) 1910 5055 1-ID2w-21F 1905 3115 (I6) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP- (16) 114" x 3' W63 0CKEWS, (123) 1pd TO WOOL. _ A /� filer' HUC210-3 (CMU) 1510 4000 HD210-31F 1905 3115 (15) 1/4' x 2-3/4' TITEN (9 PER FLANiGE) TO CMU, (10) IOd TO WOOD: CUSP; CIS) 1/4 x 3' W53 BCREWB, (10) lOd TO WOOD LGUM26-2-SDS .1490 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-5D6 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANG5)'TO CMU, (4) 1/4" X 2 1/2" SDB SC'REWB TO WOOD - - - ----------- - - HIGH STFi =NG1H EPDXY - SIMPSON 'SFT EPDXY-711:'. CONTACT THE ARCHIYECY/ENGINE6R OF RECORD FOR WRITTEN APPROVAL PRIOR TO 6U5STITUTING FOR SIMILAR EPDXY PRODUCT5 OR USP - CIA ADHESIVE AO(a - - - = = - - -' - - - - - - - ANCHORNG SYSTEMS. -- + WHERE ANCHOR EMISEDMENT IS GREATER THAN 1" Dk" EP, THE VERTICAL CELL IN C.M.U. WALL MUST ISE FILLED SOLID W/ GROUT. I .A A - ++ IOd COMMON NAILS CAN BE 5UI3STITUTIED WITH IOd x 11/2' N4IL5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE. LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PR OR TO INSTALLATION. - +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 3', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' fJ7 w A� - "- - - I-- ATA,- A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Q � FFECT GONNEG70R5, THE CONTRACTOR UST BE RESPONSIBLE FOR MAKING SURE THAT TWE PROPER CORROSION PROTECTION BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, RIND CONDITIONS THAT MfiT AM 15 USED, A03 WHEN USING STAINLE6S STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALYANIZET FER A011 -t-4153 USE OF EXPANSION ANCHORS WILL EE EVALUATED ON AN INDIVIDUAL BA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARC14I7ECT/ENGaINEER OF RECORD PRIOR TO USE. A02- - - - - - - - - - - - - - - - ALL CONNPCTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH. WIND -RESISTANT CONSTRUCTION! C-HWlO9, ANT ANCWORIW1 d FAS1FNNG SYSTIFMS FOR CONCRETE. d MASONRY CATALOG G -6A8-2012. TRUSS TO 4X6 POST W1(2) MTS -17 TRS TO 4X6 POST WI/ (2) MTS -12 POST TO SL©CK Wu HTT-4 A01Cx _ _ _ _ - _ _ _ _ POST TO 13LOCK Wt NTT -4 HEADER SPAN CHART (SOLID BLOCKING MUST a _ � _ � _ � � �- � _ � � ss011a k311..0acIINCx Must BE F'ROvIDF.D BETWEEN SUB I�.00R II PROvIDE'L� � sols FLOOR ( HEADER SIZES FER CHART U.N.O.) AND TOP OF BLOCK) GJ5 II II II II II II II II II II II (I II II GJ5 ANP TOP OF 15LWO SINGLE STOR'r APPLICATION SIRE C.L.EM SPAN 2 x 12 (n STP) GJ3 = ii u n u n n u u u u n n u u u ii = CJ3 IA6' OSB I I GBL x 8 UP TO 4' (TYPJ a� II II II II II II II II II II II II II II �.' W-4' TO - " � ii u GJ1 DISL" 2 x 0 1-00 TO 101-0. � I ii u n u u n u u n u u n n u li u , ; DIAL 2 x 12 IV` -V AND OVER TWO STORY APPLICATION I.>OLUN STAIRS NAIL M 12d • 4v' -e" or _—f'll 11 —' GIZE CLEAR SPAN TYP. 2x12 HM.ADR 3 DBS x 8 UP to 51-00 0 ENTRY I 4x4 OST TO P I DBL 2 x 8 05L 2 x 10 5'-01 TO 61-+4" 6'-4" TO 8'-C' 15LK UJ/ WTT-4 DIEL 2 x 12 8'-o' AND OVER I I LONE OF IST FLOOR MLOw— L_ - -J MINIMUM UJALL AND WEAPER — — — — — — — — — STUD REQUIREMENTS MAXIMU1 1 HEADER SPAN (ft.) UP TO 5'-0" to 8'-9p" UNA. 4'-111/2' 'I'-11 1/2' AND UP NUPIMR OF HFADER STUM SUPPORTM END OF HEADER 1 2 3 NUMWR OF FULL LENGTH 8TUG8 T AT EACH END OF HEADER i 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY1CONCRETE 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 BYTRUSS 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 1 SECOND FLOOR ROOF FRAMING PLAN ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \00000000�� E3UIB3 IV. Jae L01%.1 KENSINGTON RESERVE (LOT #19) MOnELI: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA JAN `�11 ,p DAT3 . 1 /1;9-/l 8 S CAIM: 1/4""=11- O„ ATTACHED (2) 2XI2 15EAM TO 4X4 POST ( 5E't" OND) W/ WUC-410 2x STUDS PER GENERAL NOTES SWEET (CSN), SECTION TIM5ER, NOTE 21. PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMINCG NOTES CONT. STRUCTURAL SHEATHING TO 5TM. OF FLR. TRUSS/IBEAM MUST NOT BREAK I'-4' MIN. FROM 2ND. FLR. LINE RECESSED LINTEL ITES E 15' -o" ENTRY I s3 a L 12'- 0 " CLG. HE IGHT ly 151-411 wra r" GT. O GMU !' WASHERS r=NGTW ►ED) 1' 1 `-Z 11 V 11 1\ %,-A J-0 LJ 1 1 X X L 1 SCALE: 3/4' -I' -V' -) A R C N l i E C T S Design Group �n�. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 sL7)3] m & LOT: KENSINGTON RESERVE (LOT #19) W03DEr..- SANTA ROSA (VERSION#01) PROJZCT#: 2997.600 PAGE: ENTRY SECTION DETAIL ARCHTECT- STATE OF F LON AAN JAMANTYVL31. AR 12079 I)A 1 . /18 CA :1/4"'=1,-a" �IIIIIIIIII �DOOOOOQODJ sL7)3] m & LOT: KENSINGTON RESERVE (LOT #19) W03DEr..- SANTA ROSA (VERSION#01) PROJZCT#: 2997.600 PAGE: ENTRY SECTION DETAIL ARCHTECT- STATE OF F LON AAN JAMANTYVL31. AR 12079 I)A 1 . /18 CA :1/4"'=1,-a" LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL SYMBOL LOAD INFORMATION VA 2539 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ -FT. 7,617 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP f OVEN 12WO (1) NATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD WN FIRST 10 KVA OF GENERAL LOAD AT 1008 10000 REMAINDER OF GES LOAD 0 40x-- 38,883 VA x (4) 4545. TOTAL NET GENERAL LOAD 315445 5—TON HEAT PU]dP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (85X) 3250 804 NET GENERAL LOADI 2W NET TOTAL HEATI MAN TOTAL LOADI 36,966 CALCULATED LOAD FOR SERVICE 35,995 VA f 240 V— 149.98 200 AMP SERVICE TRANSFORMER 15ANK: N*VA VOLTAGE: 162CA3200-2 40/400V SERVICE; SINGLE PHASE TYPSz UNPrmRc,ROUNP AVAILAA3LE INITIAL SYMMETRICAL. FAULT CIRCUIT AT SECONDARY SICMi (120/240 VOL'T'S) MAXIMUM FAULT CURRENT, IWW amps POJSR COMPANY TRANSPOR IS SERVICE BY OTHERS (3) M 1 THHN/TI4M =010PER C41SIDUCTORS, (U M 6 THHNf4M COPPER GROUND IN 2" C.ONCrUIT. v NEMA 3R 2000 AMP 120/240 COMBO VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF IBOX ORADE LINE El 200 AMS ELECTRICAL RISER NOTE" ELI: CTRICAL MATERIALS AND INSTALLATIONS $WAIL..L CCMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC:. CODE, LOCAL C00E8, AND THE LOCAL P AWR CO. INTERSYSTEM MCNOING; TERMINAL AT LOW VOLTAGE COLLECTIONS PROVIDE f4 THHN/THWN r- R CONNECTED TO CONCRM ENCASED FOO'T'ER STEEL AND COLD WATER PIPE. NOTES P PVC IS USE0 THERE IS NO WNPA ROUND TO COLD WATER PIPE. CA15LE / TV WEAT14ER PROOF BOX VENT N. WAVE TO EXTERIOR DED. 20 AMP OUTLET FOR M. WAVE 311LIllIl FIRST FLOOR ELECTRICAL PLAN COACH LIGHT wp Gm METED, VERIFY LOG. 'ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1ItDV C>UILTET 6fR�p W glll7lt�9 iiiN1.T krt�rpa raxr � IIOV FLOOR 6au�Pr� W81�C711D taint ® tytTMt e t tatr oUw rmv IIOV SYIZWED S2rFW WdWW taut � I11NWW OUTLET tm WVGFI dR11ATlDWdR011F t+M�.t 804 ojwNt9iN°T@e t te16t�W1 220V GIBLET 4 mecaftm G 141 OUTLET SUTC14 GU TC.4 4 34MY tit AM OUNTC44 +aAYe�Pe4ATw� �IIIIIIIIII GII"M OUT0 4 WALL MOVTED LTCoFTT .ovovovvvo, L� WALL. SCC WZ PRE -11111119 CEILNG MOLNW LIGHT t(�► FAXVAWD CAN VAPOR j D CAN, VENT Fm YENT PAN WI LW ]4" LW SCRIP 4V L4GH1' STOP 0 FiJ015C�1T a�a�t+ 24" BCIWNT 491 FLUONT PANEL WIFE PANEL METER O °'m' 1110=R 06D. aim / CARIM 8Att aV. G►E1WOR CCt'W } FWAN T LW �7 1 JACK 6" OUTLET GEILINIe4i PAN SAWaM IN ACMVZWM W LW OW � P= �N6emTOO ® �. ha W wrwnm DINEAMIR T'TQE-WI1RE R.OGD UW GY8TEM KEYPAD ® L71CxTl'AL QYPAD WATER HEATER plocaftct AIR G+pNC). GfSGT FIE TELEV OM JACK wr L D POOR CWM -PHONE OUTLETS 4 TELEVISION JACKS TO 5 DETERMINED 13Y IBUILDER / WOMEOINER -ALL RECEPTACLES IN HABITABLE ROOMS ARS TO SE ARC FAULT AND TAMPER RESISTANT TYPE ARCHITECTS D e s i n Z., 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www. a b d esigngro a p. co m AA #: 0003325 Stmnl:V. $t: T: KENSINGTON RESERVE (LOT #1S) OrDE>1 SANTA ROSA (VERSION#01) PROJZCT#: 299'7.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAN 'i JAILS AM'W8.1. AR 12079 I?ATZ , J 12 /18 BO :1/4"_1" nn SIMET 9 or �IIIIIIIIII .ovovovvvo, Stmnl:V. $t: T: KENSINGTON RESERVE (LOT #1S) OrDE>1 SANTA ROSA (VERSION#01) PROJZCT#: 299'7.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAN 'i JAILS AM'W8.1. AR 12079 I?ATZ , J 12 /18 BO :1/4"_1" nn SIMET 9 or ARCHITECTS 4�"� res n '6.711 o p-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � 1 �OOOOOOOOJ SUB V. & LOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997, 000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF I JAS,! ,6 oll DA :/ X12 /18 SSC : 1/4"=l'- 0" I�C 9H�CT 9 o 103F 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE -- --- NOTE: — -- NOTE: A R C H IT E C T S X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION RI OF THE FBCR, -ENGINEERED BOTH EDITION (2011) GABLE ROOF TRUSS DO NOT EXCEED �' DO NOT EXCEED 8" CMU BLOCK 8` CMU PLDCK ax4 BLOCKING BETWEEN TRUSSES 1p 1, OVER ROOF SHEATHING (TYPE AND ATTACHMENT DRYWALL DRYWALL WINDOW/DOOR JAMB METHOD PER "NAILING SCHEDULE' AT FIRST (2) BAYS P.T. or 5"x4' MIN. P.T. Ix4 or J"x4" MIN. Desi n (4'-0' O.G. 6 SHEATHING SEAM$) (SEE WINDOW/DOOR JAM5 �ocKING F1 1x4 or Ix2 P.T. NAILER (SEE WINDOWCOOR JAMS 5LOM1W Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER ro U METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 Inc. 2x6 SUB -BAN DOOR CASING SCHEDULE TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL 1441 N. RONALD FL 327 BLVD. LONGWOOD, FL 32750 VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW PH: 407-774-6078 TEXTURED GEMENTfTIOUs COATING MIN. OVER 4'-10' HIGH MEMBER w/ (2)12d NAILS 8' FROM FAx:407-774-4078 8' (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or "x4" MIN:. � www.abdesigngroup.com (PER ASTM G926) OVER PAPERBACK TAS PER TRUSS ENGINEERING) PER MFRS SPECIFICATIONS EACH END and 6 IS O.C. MAX PER MFR'S SPECIFICATIONS) SECURE TI�Ru FRAME INTO BLOCK wf �#:0ao3325 EXPANDED 1�ETA�. LATH, OVER APPROY'ED ' CURE P.T. 2xS TO BLOCK w/}�' x 9" 2 -LAYER WATER RESISTANT BARRIER OVER �E� PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) TAPCON (MIN. EMBEDMENT 1 ") SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK {+4" or + 4") WINDOW TO BLOCK (+3") s' FROM EACH END and a 15' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6" MIN. EMBEDMENT 3a" O.G. MAX) or METHOD PER'NAILfNG SCHEDULE" DOOR JAMB TO BLOCK (+4" or +4"� DOOR JAMB TO BLOCK (+3"� cu DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATT= A A A A AIA A A A 4A SCALE: I'00 4E �: i-1 ,- @ I I$' N w/ 12d NAILS m 8 D.G. MAX MIN. HANK SIZE .145 E .300 7B MIN HEAD SIZ NT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1" TRUSS wl (2)12d NAILS a6", PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE NOTE: ' TEXTURED GEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: DK COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION To PLUMP JAMB. tD PLUMB JAMB. SECURE TO BLOCK wl (1) �' TAPCON q G926) OVER CM DO NOT EXCEED' DO NOT EXCEED' (MIN. EMBEDMENT 1 ") S" FROM EACH (R -VALUE PER ENERGY GALLS) � " 8CMU BLOC K 11 END and * 18' O.C. MAX ' GYPSUM B©ARD OR �' HIGH STRENGTH� 8' GMU BLOCK " ar CEILING BOARD DRYWALL DRYWALL P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTIQN GABLE ROOF ONc. FILLED u -BLOCK w/ (1) ( WINDOW/DOOR JAMB SLOCKINC� Ix4 or Ix2 P.T. NAILER P.T. Ix4 or"x4' MIN. Ix4 or Ix2 P.T. NAILER 18" O.C. MAX CONTINUOUS REBAR DOOR CASING FOR ATTACHMENT i� OSB t4 WIDE MIN.) MIN. SHANK SIZE .145 N SCNC�LE STORY SCALE: �/4'ml'-@' .FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOr✓KING 1�� ' � EVER SCHEDULE R ACHMEN MIN. HEAD SIZE 300 4 DOOR JAMB !WINDOW SEcuRE 2nd 2x TO STRUCTURAL DDDR CASING SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)124 NAILS 8'FROOR JAMB !WINDOW MIN. EMBEDMENT I �° � ,� � � PER MFR'S SPECIF=ICATIONS EACH END and - 1811 O.G. MAX (ATTACHED TO BLOCKING OVER 030 F=ELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE MCR,�a NOTE: SECURE TO BLOCK wl (2)1" TAPCONS (+I 6TH EDITION (2011) WINDOW TO BLOCK Y STRUCTURAL 2x MUST BE ON OUTSIDE # SECURED (MIN. EMBEDMENT I i") s" FROM EACH THROUGH NON-STRUCTURAL MEMBER Ox or 1" OSB) END and 0 18' O.G. MAX DOOR JAMB TO BLOCK (+I OVER ROOF SHEATHING (TYPE AND ATTACHMENT (2or 4B SCALE. I�mP-O' W/ � TAPCON MIN. 14' EMBEDMENT INTO BLOCK V METHOD PER NAILING SCHEDULE (2) DRIVE PINS, 8 FROM EACH END and . -ENGINEERED ROOF TRUSS * IS" O.G. MAX 7 MIN. SHANK SIZE .145 � EMBEDDED STRAP WINDOW TO BLOCK (+3 �6(PER PLAN)---- ATT OR BLOWN -IN INSULATION? (R-VALUE PER ENERGY CALLS) NOTE:. MIN. HEAi7 SIZE .300 Lij DOOR JAMB TO BLOCK (+3 16) MIN. EMBEDMENT 14' U SHIM A5 NEEDED 4F -'C TO PLUMB JAMB. SCALE.r=r-@� METAL DRIP E1 G _ ---- � GYPSUM BOARD DR �' HIGH DO NOT EXCEED' 2x6 SUB-BANP.T. 2x8: ® ��� S�iiE�GTIH CEILING BOARD 8" GMU BLOCK SECURE TO BLOCK w/ (2) TAPCON5 VENTED NC. FELLED U -BLOCK w/° DRYWALL NOTE: (MIN. EMBEDMENT 1°) S" FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x 1x4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX IMF, PIAN a'4 (SEE WINDOW/DOOR JAM5 5LOCICING TO PLUMB JAMB, or CAST LINTEI. >=AStENIR SCHEDULE FOR ATTACHMENT OSB (4' WIDE MIN.) DO NOTEXCEED(2) DRIVE PINS, 8" FROM EACH END grid WINDOW (PER PLAN), (SIZE AND REINF=ORCEMENT ATTACHMENT PER MF=R. PER PLAN) DOOR JAMB ! WINDOW DOOR CASINGa 18" O.C. MAX SUBDIv. LOT: SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR`S 5PEGIF=IGATIONS j" DRYWALL MIN. HEAD SIZE 300 KENSINGTON P.T. Ix4 or �"x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I RESERVE NOTE: (SEE WINDOW/DOOR JAMS BLOC.KIN �� INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED P.T. lx (4 WIDE MIN.) ( # ) —WALL L FASTENER SCHEDULE FOR ATTACHMENT LOT 19 THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) DOOR CASfNCx P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL W/' TAPGON MIN.1' EMBEDMENT INTO BLOCK MEMBER wl (2) lad NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK W/ (1)' TAPCON MODEL: PLACE SILL (PER 5LDR ' GYPSUM WALL BOARD EACH END and qm 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") s FROM EACH SANTA ROSA ' TEXTURED CEMENTITIOUS (I) w5 REBAR VERTICALLY IN WINDOW TO BLOCK �+� '9161 " PER MFR'S SPECIFICATIONS) END and 0 18' O.C. MAX (VERSION#01) COATING MIN. (PER ASTM CONC. POURED CELL or PROJECT##: G926) OVER GM (LOCATION PER PLAN) DOOR JAMB TO BLOCK �+� i 16?r STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and 2997.000 6 18 O.G. MAX 4' P.T. FURRING STRIPS I6" O.G. 4C SCALE: I,_I�_@� THROUGH NON-STRUCTURAL MEMBER Ox or a" 055) MIN. SHANK SIZE .145 PAGE: a W/ " TAPCON MIN. I " EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD .BASE MIN. EMBEDMENT 1 �' - — NOTE: � a�SECTIONS/ WINDOW TO BLOCK (+3 l6 SHIM AS NEEDED � if P.T. t2) zx6 � DETAILS a TO PLUMB JAMB. DOOR JAMB TO BLOCK + 3 t6 �„ ° ONCRETE SLAB Do NOT EXCEED S 4F SCALE. I'MV-@, SECURE TO BLOCK Wi 1214 TAPCONs (SEE FOUNDATION PLAN FOR SIS (MIN. EMBEDMENT I i") 8" FROM EACH a AND REINFORCEMENT) 8" CMU BLOCK END and 0 18' O.C. MAX � XTERfOR WALL FOOTING �' DRYWALL UPLIF=T UP TO 1175 Ib or ARCHITECT. (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and STATE OF FLORIDA BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKINGIx l4T P..WIDE MIN.) SIMPSON HT5201 w/ (10)10d NAILS TO TRUSS 6 18" O.G. MAX . SINGLE STORY SCALE: 3/4'=I'-@' FASTENER SCHEDULE FOR ATTACHMENT (4) JX2 � TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DSR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I' JAN a F) 2010 BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ° HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R -VALUE PER ENERGY GALLS STRENGTH CEILING BOARD (2) SIMPSON HT620 EACH SIDE. OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS X1 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED P.T. (2) 2x8: INTO BOND BEAM SECURE TO BLOCK w/ (2) 4" TAPCONS JAMES NlT'VVELL THROUGH NON-STRUCTURAL MEMBER (Ix or OSIS) (or EQUIVALENT INSTALLED PER MFR'S SPECS M EACH :.. ....... TAEDand�D18'OC ,.. w/ �� TAPCON MIN 1 �' EMBEDMENT INTO BLOCK (MIN EMB 1 ") S" FRO H AR 12079 N ..MAX TAPGONS MIN. or UE'ENfNC� 22" x 30" 1'11N. " 2' COYER (2) DRIVE PINS, 8" FROM EACH END and DATE. -//1/12/18 WINDOW TO BLOCK (+2 —_ OOD CASING AT SIDE r� 2 ` APART � 18" O.G. MAX s � A : 1,/4, ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y ) — MIN. SHANK SIZE .145 TRUSS ANCHOR RETRO FIT 'SHEET SCALE. N.T.S.4D 5 WOOD CASING 4 GYP. BOARD (TTP)cALE: t'=I'-@': N.T.S. MIN. HEAD SIZE .300 MIN. EMBEDMENT I' u r u 11, 11 1: i o a F i n a i Ill NAILING SCHEDULE -- -------- ROOF DIAPHRAGM - ASPHALT SHINGLE PRE-ENGINEERED -ENGINEERED NEERE 1� 2x LBW (STUD SIZE, SPACING 8001= TRUSS ROOF TRUSS 3fb' O.S.B. or �' CDX PLYWOOD - 8d RING SHANK GUN NAILS � 4" O.C. � SUPPORTED PANEL - � LOCATION PER PLAN) EDGES AND 8d RING SHANK GUN NAILS a 6' O.G. -9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE ENQ FRAME USE 8d RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)�' x 9" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. b - ANCHOR BOLT w/ 2' WASHER SET RUBLE TOP PLATE TO STUD — ---DOUBLE TOP PLATE t0 STUD IN SIMPSON OR USP HIGH ROOF QIAPHRAGM - GEMENtITIOUS TILE or. METAL STRENGTH EPDXY (6" MIN. wl SIMPSON 5P4 (USP 5PT4) w/ SIMPSON SP4 (IPSP 5PT4) EMBEDMENT) � 32" O.C. MAX 6 32' O.C. MAX J.1s CDX EXTERIOR PLYWOOD or 1%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S 2x. SCUDS IV O.C. MAX 2x StUp e 16 O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 6 4' O.C. tv SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND Sd RING SHANK GUN NAILS (o' O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. - LOCATED V FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ed RING SHANK GUN NAILS 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4'50TTOM 4 (I) NEAR MID-CENTERBLOCKINGMID-WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING "- SPACES 6 EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS 3f6' O.S.5. or V PLYWOOD or ," ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.G. or RACER " GYPSUM WALL BOARD �' GYPSUM WALL BOaRQ PANEL EDGES AND Ed RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHIN - 1)'#5 REBAR VERTICALLY IN SHANK GUN NAILS O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL ECURE BOTTOM PLATE TO SLAB w/ - - _ --- - (LOCATION PER PLAN) x 9' ANCHOR BOLT w/ 2" WASHER SET IN SIMP50N HIGH STRENGTH NOTE: RING 5HANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTS FROM - EPDXY (OR EQUIVALENT) h" ANY MANUFACTURER,-- -- _-- - ___ ECURE BOTTOM PLATE TO EMBEDMENT MIN, -0 32' O.C. MAX NAIL REQUIREMENTS __. _-_ ._.._ _____ _ ONCRETE SLAB SLAB w/ (U 10d CUT NAIL 6 TUD t0 BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMP50N 5P4 (USP 6PT4) a 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 rg' .131 110,000 RING (16-20 RINGS PER INCH) AND RE INFORGEMENT) ,1 M w it 11 O.G. MAX BUILDINGLENT+ a a. :. ONCRETE SLAB.. ONCRETE SLAB -�-�--INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE � * (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL °d (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) EXTERIOR WALL FOOTING NTERIOR BEARING WILL FOOTING NTERIOR BEARING WALL FOOTING Eia RING 5HANK GUN NAIL$ a 4° O,C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM 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 SCALE: 3/4' 44" 4A SCALP: 3/4'=I'0 4B SCALE: 3/4'-40 8d RING SHANK GUN NAILS tv V' a.C. IN FIELD • PRE-ENGINEERED PRE-ENGINEERED �---� ROOF TRUSS ROOF TRUSS 41-0° MINIMUM OVE=RLAP FOR TOP PLATE 5PLIC� _ 1`�tt 5ECURE TOP PLATE$ w/ I(od COMMON NAILS 0 4" O'C, %D U- 2-R©W5, STAGGERED - -- TYR. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING � t_i OUBLE TOP PLATE TO STUD a 1 (0.5.5. TO BE STRUCTURAL GRADE) TOP PLATE w! SIMPSON 5P4 (USP 5RT4) 2x WOOD or METAL STUDS is 24 O.C. MAX 32' O.C. MAX �, (NOT LOAD BEARING) BLOCKING MIDTINUOUS -WALL 8d RING SHANK GUN NAILS 12 z 11' O.C. IPL FIELD 2x STUDS 61 IV O.C. MAX . or UNLESS NOTED OTHERWISE 8d x 3 SCREW SHANK BALL15TIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS • ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' SECURED w/ 5IMP50N OR USP MaTA36 7r: Laa NAILS 12' O.G. 1N FIELD �a' TkG vUBFLOOR (ATTACHMENT OF ENDS OF WOOD STRUCTURAL PANEL " .�' TOG SUSFLOOR (ATTACHMENT zsMETHOD PER NAILING SCHEDULE') . z 1 SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND m 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 OUSLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TVP. 3l4" TSG SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL ax STUDS s 16' O.C. MAX FOR WALL SHEATHING TO ALL EXPOSED MEMBERS (Ob.B. TO BE STRUCTURAL GRADE) 3 gCALE, 3/4,_11.0, OU5LE TOP PLATE UNLESS NOTED OTHERWISE GYPSUM WALL BOARD" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE= RE -ENGINEERED GABLE TRUSS BLOCKING g MID -WALL BLOCKING 0 MID -WALL DIAGONAL BRACE 0 CENTER'OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS — V x 9 ANCHOR BOLT w/ 2 WASHER * DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. +� SHEATHING SEAMS) 2x STUDS � 16" O.C. MAX SET IN SIMPSON NIGH STRENGTH UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) (o' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYR "2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT,) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1)10d CUT NAIL 6 STUD TO BOTTOM PLATE w/ * 0'-0' - 30'-011 USE (1) X-PRAGE X -BRACING TO COVER 5 -TRUSSES 32' O.G. MAX SIMPSON 5P4 (USP 5PT4) 6 32' * 3®'-I" - 60'-2t' USE (3) X -BRACE ° a *r (1) X -BRACE a CENTER 4 (2) BRACES x DIVIDED EQUALLY FROM CENTER TO END 7 4a q ONCRETE SLAB ONCRETE SLAB ` (SEE FOUNDATION PLAN FOR SIZE * * �" (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 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 w iA,A,A,A,A\/A\/A\/l AAN 6,A,! LA A A A / STORY L.B.W. / UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B 5A 5 B SAME X -BRACING REQUIREMENTS) SCALA: 3�4'-1'-�� SCALE: 3�4'=1'->�' ONT. 2x4 RAT -RUN ATTACHED t0 EACH TRUSS w/ (2)12d NAILS GABLE X -BRACING INSTALLED 6 MID -POINT OF TRUSS SPAN SCALE: 314'-11-0' or 10-0' O.G. MAX ARCHITECT S -) r., Desn n c. 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.ab d esigngrou p. com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA R©SA (VERSION#01) PROJECT#: 299'7.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JAN 1 6 2018, JAMES NTWELL AR N 12079 DATE; 2/18 SCAL, .1:,,/4"-1'--0" SHEET D 2 oil III \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA R©SA (VERSION#01) PROJECT#: 299'7.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JAN 1 6 2018, JAMES NTWELL AR N 12079 DATE; 2/18 SCAL, .1:,,/4"-1'--0" SHEET D 2 i_ _I1 II 11'._'! 111, t 1 ! I I I I I I 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)124 NAILS /71� ENGINEERED TRUSS or MIN. (4) 10d GUN NAIL Ixlo COLLAR TIE 6 EVERY OTHER m �RAFTER w/ MIN. (3)12d NAILS or GYPSUM BQAizD OR -� ������ MIN. (4) 10d GUN NAIL � �' -SIMPSON VTCR or USP YfiT NIGH STRENGTH CEILING � °��� � 2x RAFTER� • � , • , �' BOARD SPACING 11) EACH END INGLE 2x TOP PLATE AND 61-0" O.G. MAX 1x8 NAILER SECURED TO TRUSSES ° BELOW w/ (2)124 NAILS or (3)10d GUN NAILS 6 EACH TRUS' GYPSUM WALL BOARD 2x WOODS STUDS 24' O.C. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) o MT512 or USP MTWI2 ALTERNATE CONNECTION (CREATE' VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP M5TA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) Red NAILS EACH END. 4 SCALE: 3/4'=1'-0' E -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO QOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w! IOd MASONRY NAILS 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION` SCALE: ��4'=��-�►� 2x4 SECURED TO GABLE END w/ (2)12d -m EACH UPRIGHT ONGRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED V - 8' D.C. MAX SIZE AND REINFORCEMENT) -----WATER RESISTANT BACKERBOARD ° (DENSHIELD) 2x4 RAFTER 6 24' Q.G. ----1/2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PARI) SIMPSON L30 or LISP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF a BLOCKING (EACH END) 7A wool) snvs VALE. 3/4'=1'-m' MEMBRANE TO BE SIVE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP, (WATER PROOF MEMBRANE MUST GQ UP OR OUT At �' LEAST 4 INCHESI/-PRI-ENGINEERED TRUSS ,,--CAULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACHRAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED Uo Q.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARI 5 PER PLAN INSTALLATION SIMPSON I-I2aA or USP RT -1A 'GYPSUM BOARD OR SHOWER PAN EACH RAFTER TAIL CONNECTI NIGH STRENGTH CEILINGBOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 %" TOP OF EACH RAFTER CONNECTIO TOP CHANNEL (25 GAUGE)TOP CHANNEL TO TRUSS w/ S DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24' Q.G. MAX) SCALA: 3!4':1'-0' GYPSUM WALL BOARD 3 r" METAL STUDS (25 GAUGE) ,s 24" O.0 w/ FULL LENGTH LAYER OF A LINTEL 1/2' TYPE GYPSUM WALLBOARD, S CURE 2x TO CMU w/ (2)" x 3' TAPCONS ATTACHED TO EACH SIDE s IVOI WITHIN 8' OF EACH END AND sRS" D.G. MAX3 W BOTTOM CHANNEL (25 CURE RE 2x 4 FLAT TO GAUGE) BOTTOM CHANNEL TO or DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x P MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHERS a 32" O.C. MAX. - 4 MIN. EMBEDMENT OF 1 %`4" ) WITHIN 8" OF EACH END AND 018" Q.C. MAX _..._ ®--._�____ o __ �_.._ ____� ��._.�.--__-.-- ONGRETE SLAB (SEE FOUNDATION PLAN FOR -_-__ ° SIZE AND REINFORCEMENT) WALL SHEATHING, - (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') in LLq . .T. 2x8 STUD BLOCK ECURE 2x6 MIN. TO BLOCK w/ (2), ' x 9' ANCHOR BOLT5 w/ 2' NOTE: B WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. ��N� t�m(MIN. 8" EMBEDMENT) ���, INTERIOR NON—BEARING WALL La 0 7B METAL stuns SCALE: 3/4-4-0' SECURE CURE 2xb MIN. TO BLOCK w! -- (3), ' x V ANCHOR BOLTS w/ 2' ° TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED PRECAST OR POURED IN - WASHER SET IN SIMPSON or USP ----- COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C926) OVER CM EMBEDMENT ' CMU BLOCK ATHER STRIP MOLDING AROUND DOOR uG (PER MANUFACTURER'S SPECIFICATIONS) 2x8 P.T. WOOD STUD SECURED TO FILLED µ1 CELL w/ (3)V x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS\-7VERI'41HADNTH EPDXY (MIN. +6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS GARDE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM -GALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'0-0' A 6 .1=: 3/41:11-o' B SCALE- KTA. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) AflCNITECTS FAX -407-7744078 www.abdesigngroup.com AA M 0003325 � 1 t �"IIII'lll 000000000/ SUBDIV. & Ll^�T• KENSINGTON RESERVE (LOT #1J) MODEL: SANTA ROSA (VERSION#01) PRO JEC T#; 299"7.000 PAGE: SECTIONS/ D E TAILS ARCHITECT - STATE OF FLORIDA JAN 16 201 JAMES C LL AR N 2079 DATE: SC.AI 1/4„-1 -0 1_0 SHEET ARCNITECTS /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r A2079 DATE: 2/18 SCALE: 1/4"=V -0i> si-cpm.14 ._....-------SHINGLES OR TILE (PER RLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 "GABLE BATT OR BLOWN -IN INSULATION (R-YALUE PER ENERGY CALC5 OVER #30 FELT PAPER (OR APPROVED OVER x"30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R9 OF -ENGINEERED THE FBCR, 6TH EDITION (2011) THE F5CR, 6TH EDITION (2011) CABLE ROOF TRU55 TWIST STRAP IPPR PLAN1------ DOUBLE TOP PLAT � OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES �, ATTACHMENT METHOD PER "NAILINGAT ATTACHMENT METHOD PER NAILING FIRST (2) BAYS METAL DRIP EDG SCHEDULE') SCHEDULE" (4'-0' O.G. 6 SHEATHING SEAMS) 2xS SUB -BAN 'GYPSUM BOARD OR J" HIGH METAL DRIP E 1 v2 VENTED STRENGTH CEILING BOARD 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS .Z IL ALUMINUM SOiIT r IMP50N SP2 (USP SPT24) tv EVERY VENTED ALUMINUM SOFI=IT OVER 4'-10" HIGH x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING)7772 ALL SPACER FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO PER FLAN --)STUD LINE-UP, USE A SIMPSON HIOA DOUBLE TOP PLAT � EACH TRUSS wf (2)12d NAILS = _- 2x4 STUDS � 16' O.C. WINDOW HEADER (USP RTI(6A) ALL INSULATION INSTALLED a MID -POINT OF TRUSS - (SIZE PER PLAN �' TEXTURED GEMENTITIOUS COATING MIN. (R -VALUE PER ENERGY CALCS) SPAN or 10'-0' O.C. MAX £� - 2x8 BLOCKING ' TEXTURED CEMENTITIOUS COATING MIN. ----WINDOW (PER ASTM C926) OVER PAPERBACK (PER PLAN), ATTACHMENT 1 1 ATT OR BLOWN -IN INSULATION - SECURED w/ (3) 12d (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MFR SPECIFICATIONS (R -VALUE PER ENERGY CALCS) - NAILS EACH EN - 2 -LAYER WATER RESISTANT BARRIER OVER `� EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT CURE 2x4 TO DBL TOP PLATE w/ s/' x 6' 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW SILL METHOD PER 'NAILING SCHEDULE' THRU-BOLTS a 32' O.C. MAX, thw SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 w/ 12d NAILS a 8' O.C. MAX = 1' METHOD PER 'NAILING SCHEDULE")----- WALL INSULATION EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS i - ---DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [SIZE AND SPACING PER NOTE #21, SECURE GABLE TO DBL TOP PLATE w/ SIMPSON - - OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAlO � 24' O.C. MAX BOTTOM PLAN OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER 1`'1FR'8 SPECS) WALL MOUNT RAIL BLOCKING or �� �4 T4G SUBFLOOR (ATTACHMENT — v SECURE GABLE TO DBL TOP PLATE wf SIMPSON SHEATHING MUST NOT BREAK WITHINMETHOD PER 'NAILING SCHEDULE') M5TA24 fP 32' O.C. MAX 1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT IN5TALLED PER MFR'S SPECS) RAILING DETAIL 4B CONTINUOUS 2x6 w/ (6)166 NAILS aSCALE: 3/4'=1'-f�' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 --PRE-ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B NOTE: BATT OR BLOWN -IN INSULATION ---------- INGLES OR TILE (PER 5LDR) ' GYPSUM BOARD OR° HIGH (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GROSS PRE-ENGINEERED ROOF TRUSS OVER 030 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE EMBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF GONG. FILLED U -BLOCK w/ �` (PER PLAN) DIAMETER OF AT LEAST I j INCHES (32 MM) DOUBLE TOP PLA THE FBCR, 6TH EDITION (2011) (1) 05 CONTINUOUS REBA PRECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS N07 CIRCULAR, IT OYER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SI,ZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(b SUB -BAN SCHEDULE") SPECIFICATION r1 GREATER THAN 6 j INCHES (160 MM) WITH VENTED A MAXIMUM GROSS SECTION OF DIMENSION ALUMINUM SOFFIT 1011OF MIN. 2 j INCHES (51 MM). EDGES SHALL HAVE TEXTURED CEMENTITIOUS COATING MIN. GYPSUM BOARD OR J' HIGH ALL INSULATION � �� A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALCS) ,- EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP 5PT24) a EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER UPLIFT CONNECTOR PLACE SILL (PER BLDR) GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT ,000 METHOD PER 'NAILING SCHEDULE' " TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYP 1*2 WOOD STUDS 6 12" O.C. MAX Nr _ ', C926) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE r P.T. FURRING STRIPS 16' O.C. BETWEEN THE" DIAMETER ANCHOR BOLT 8' HANDRAIL AND THE 12" O.G. MAX wi 7' EMBEDMENT WALL SHALL BE I V w/ 2' DIAMETER WASHERj' GYPSUM WALL BOARD WOOD BASE � Y-- 2x8 SYP 02 WOOD STUDS 12" O.C. MAX SIMPSON SPI (USP 5PT22) 42" KNEEWALL 61 EACH 2x8 STUD 7B 1) COURSE TIE -BEAM POURED SOLID wf CONCRETE w/ (1) *5 REBAR HORIZONTALLY ° 4 ' ONGRETE SLAB . ° (SEE FOUNDATION PLAN FOR SIZE• CONTINUOUS HANDRAIL aWINDOW - CAST LINTEL 4' , D REINFORCEMENT) 34" MIN. TO 38' MAX A.FF. (PER PLAN), (SIZE AND REINFORCEMENT °* ° ZTERIORWALL FOOTING ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE 6 SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORGEMNT) z 1 STAIR TW STORY SCALE- 3/4"44' 4 4A .HANDRAIL TWO STORY' SCALE- 3/4"z1'-0' � L91 PRECAST OR POURED IN PLACE SILL (PER SLDR ' TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS 0 8' O.G. MAX' TEXTURED CEMENTITIOUS COATING MIN. (PER s COATING MIN. (PER ASTM U (R -VALUE PER ENERGY CALC5) 2x4 BLOCKING s EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4)166 NAILS TOP �'_ C926) OVER CM a ° 1' GYPSUM WALL BOARD INTO TRUSS w/ (4) 166 NAILS EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT r OF FLOOR TRUSS (TOP 2x4 SUPPORTS A c, ca � �'' TSG SUBFLOOR (ATTACHMENT BARRIER OVER WALL SHEATHING (TYPE AND 11 BOTT'OM PLATE OF 2nd FLOOR WALL) q.. a ' P.T. FURRING STRIPS a 16" O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHOD PER NAILING SCHEDULE �' T4G SU15FLOOR (ATTACHMENT "„ 1) 15 CONTINUOUS REBAR 6 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER NAILING SCHEDULE) o .,.b '. CONCRETE POURED CELL 8d RING SHANK NAILS -0 4" O.C. [SIZE AND SPACING PER NOTE (VERIFY' PER PLANA MAX INTO BLOGKIN #21, UNDER CATEGORY TIMRE BASE ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS lu 210° PRE-ENGINEERED FLOOR TRUSS --(MIN. IN 5L,45) MBEDDED STRAP aNT1NU0U5 2x6 wl (6)16d NAILS REBAR 4&" LONG w/ 6' HOOK = 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48" O.G. w/ (5)124 NAILS . W (PER PLAN) 15 A NAILER FOR WALL SHEATHING) 10 EACH EN ' GYPSUM BOARD OR �' HIGH►', x" CONCRETE REINFORCED wl FIBERMESH AT STRENGTH CEILING BOA -- ' TEXTURED CEMENTITIOUS a 4 °. A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL ... COATING MIN. (PER ASTM.,... 'GYPSUM BOARD ORHIGH ° POLY ETHYLENE VAPOR BARRIER ON WELL GONG. FILLED U -BLOCK wl �� 0926) OVER CMU �� STRENGTH CEILING BOARD ° . ° ° COMPACTED GLEAN TERMITE TREATED FILL (1) 05 CONTINUOUS REBA NOTE. z 3)a REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. FILLED U -BLOCK w/ 21/1 BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (1)13 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION SCALE" 3,4"44' PARALLEL TO BLOCK TO BLOCK wSTORY ARCNITECTS /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r A2079 DATE: 2/18 SCALE: 1/4"=V -0i> si-cpm.14 � �OOOOODDDOJ SUBDIV. tic L07 KENSINGTON RESERVE (LOT #19) MO DEL: SANTA RASA (VERSION#01) PROJECT#: 299"7.000 PAGE: SECTIONS/ DETAILS ARCHITECT. :STATE OF FLORIDA JAN 6 2010 JAMES 04TWELL mm AR NO A2079 DATE: 2/18 SCALE: 1/4"=V -0i> si-cpm.14 MSTCM40 1116' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 112' CDX PLYWOOD WALL SHEATHING 1II6' O.B. 5I-IAt4�IN OR 2x4 EXTERIOR WALL Ill' CDX PLYWOOD A STUDS CONNECT TOP OF STRAP 2x4 BOTTOM PLATE TO SOLID STUD W/ (16) *d PLAN VIEW 24 x WALL SINKER NAILS PRE-ENGINEERED FLOOR MSTCM40 TR U66 (INSTALLED ON TOP OF 1/16' Oh.e. SHEATHING OR WALL SHEATHING 112' CDX PLYWOOD MSTCM40 X6 EXTERIOR WALL ,4 STUDS 2X6 BOTTOM PLATE CONNECT BOTTOM OF PLAN VIEW — 2x6 WALL STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS EXTERIOR STUD WALL - OUTSIDE CORNER ER 6C&E: NTA NOTE: MIN1h1UM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 X' 1/16' O.S.B. SHEATI4ING OR MSTCM40 112' CDX PLYWOOD ( INSTALLED ON TOP Cr- WALL FWALL SWEATWING $ 1/16' O.S.B. SHEATHING OR 2x4 EXTERIOR WALL 1/2' COX PLYWOOD STUDS ,-__-- CONNECT TOP OF STRAP 7x4 BOTTOM PLATE TO SOLID STUD Wl (16) l6d PLAN VIEW - 2x4 WALL SINKER NAILS PRE-ENGINEERED FLOOR 1/16' O.S.B. SHEATHING OR TRUSS MSTCM40 112' CDX PLYWOOD ( INSTALLED ON TOP OF MSTCM40 WALL SHEATHING 2X6 EXTERIOR WALL T - STUDS CONNECT BOTTOM OF STRAP t0 CMU BLOCK WALL — —__—_-2x6 BOTTOM PLATE W/ (12) 4' TAPCONS PLAN VIEW - 2x6 WALL NOTE: MINIMUM END AND EXTERIOR STUD WALL - INSIDE CURLER EDGE DISTANCE FOR fiCALFj KTA TITEN SCREWS 16 IV 14TT-4 SECURED TO STUD W/ (20)104 X 1 J' NAILS 2X EXTERIOR WALL STUDS • r .. SECOND FIN. FLR. e • r • -90 • TOP OF • • MASONRY WALL rae ELEVATION VIEW A sc".. KTA PRE-ENGINEERED FL TRUSS (GIR DSR DRAWN) 1116' Oaf SWI=ATHING OR /7 112' CDX PLYWOOD 518' AT.RZ 5EARING POST/ BEARING STUD (PER PLAN) a EXTERIOR STUD WALL - CORNER TO POST 4 C u pV&E. NTS. b ELEVATION VIEW B y 2X EXTERIOR WALL STUDS SECOND FIN. FLR IDS TOP OF WALT. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD W/ (20) 10d X 1 }' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) FOUNDATION (PER PLAN) ;' T 4 G SU�LOCaR GLUEC ". �"` NAILED AS PER NAILING SCI - DBL 2x4 BOTTOM 1 2x4 EXTERIOR WALL '1116' O.S.B. SHEATHING OR 1/2 �...,. PLYWOOD ' "•' 4 T 4 G SUBi=LOOR GLur- �' NAILED AS PER NAILING SCHI 2X6 BOTTOM 2X6 EXTERIOR WALL X116' O.S.B. SHEATHING OR Ill �.�... PLYWOOD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 45 CONTINUOUS REBAR WTT-4 SECURED TO STIED W/ (20)10d X I J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 11 EMBED) 05L. STUD REaAWD W/ 2x4 WALL 146' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. 4111'� PLAN VIEW — 2x6 WALL MASONRY WALL a SOLID BLOCKING REQUIRED UNDERNEATH STUD EDLEVATIO N VIEW KTA C EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK WOAD: Kt% -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1)'S ITINUOUS REBAR -4 SECURED TO STUD Wl (20)10d J' NAILS A.T.R. IN HIGH STRENGTH EPDXY 1.1' EMBED) -2X EXTERIOR WALL STUDS - HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) +'S CONTINUOUS REBAR ARCNITECTS 4GsDeign rou�rno. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r� 1 01111111111 \DOOOOOODOJ iitm I'V. & IAT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997.000 PAGE: SECTIONS/ DETAILS Lq =MEMO ARCHITECT: STATE OF FLOFADA JAN 16 2918 JAMSC LL AR NO 2079 DATE: 1Al2/18 s c 6T--) 5 I J -.f NOTE: SECURE EACH KING STUD TO TOP PLAN w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or LISP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPTb) FLOOR LINE EXTERIOR BEARING STUDS ENGINEERED TRUSSES w/ TRIM PRE-ENGINEERED ROOF TRUSS-- — -- "" [SIZE AND SPACING PER NOTE 0111 CONNECTOR (VERIFY w/ TRUSS PLAN) - UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET CNS OUBLE TOP PLATE CONTINUOUS 7x4 w/ (4)16d NAILS a TOP RII°PLE STUDS * 16' OL. MAX OF FLOOR TRIM (TOP 2x4 SUPPORTS BOTTOI"1 PLATE OF 2nd FLOOR WALL INC STUDS (SCE 'MINIMUM WALL AND 4 EADER STUD 2x DOUBLE TOP PLAT SIMPSON MTS12 or USP MTW12 --� REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES TO LEDGER 6 24' OL. R'2E-ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) (SIZE PER PLAN) ar CUA JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 24 LEDGER - , , w/ SIMPSON or USP LSTA12 i 4FTE SECURE t0 TRUSS w/ ' x 5" - (EACH SIDE OF OPENING) LAG SCREWS 0 24' a.G. MAX DDED STRAP JACK STUDS CONTINUOUS 2xb wl (6) Ibd NAILS -9(MR PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 o b' CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 16 A NAILER FOR WALL SHEATHING) (SIZE AND REINFORCEMENT f WINDOW FOR DETAILS AND SPECIFICATIONS) DOOR PER PLAN) OPENING XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, (: 1 LEDGER CONNECTION AT FLOOR TRUSS � UNDER CATEGORY TIMBER ON FEERFMIaLAR SCALE: 3/444' GENERAL NOTES SHEET GN)] CURSE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER G' or USP SPT4 'NAILING SCHEDULE' NOTE; STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL T AT t0 S w/ STUDS SECURED BETWEEN BREAK WITHIN 1'-4' MIN. FROM 2nd �' '��� CU OT OM ' FLOOR LINE E REB PLATE LAB TRUSS BAYS w/ (3)12d NAILS EXTERIOR BEARING STUDS } ' x V ANCHOR BOLT w/ 2' WASHER EAC14 E PRE-ENGINEERED ROOF TRU [SIZE AND SPACING i�ER NOTE +�21, SET IN SIMPSON NIGI-I STRENGTH 1x STUDS SPACING 1'ER� PLA UNDER CATEGORY � ON EPDXY (OR EQUIVALENT) b MT6I2 0 EVERY STU GENERAL NOTES SHEET CSN)] EMBEDMENT MIN. a 32' O.C. MAX 2x BOTTOM PLAT SIMPSON MT512 or USP MTW12 TO LEDGER a 24' O.C: DOUBLE 2xb LEDGER I SECURED TO TRUSS w/ W x 5' LAG SCREWS 0 32' O.C. MAJC LEDGER CONNECTION AT FLOOR TRUSS /PARALLEL NOTE: SHEATHING Ml5f NOT BREAK At JOINT OF WALL AND INiERBECTINCs ROOF DECKING. 2X EXTERIOR STUDS SCALE: 3I4'40 PRE-ENGINEERED FLOOR TRUSS :. DDr STRAP (PER PLAN) I RECAST LINTEL .: G� AND REINFORCEMENT VEER PLAN) 1/16' Obb. WEANING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W1(4)16P NAILS to TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 146' O.S.B. SWEATHING OR 112' CDX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES TOP OF WALL PRE-ENGINEERE CONT. 2x6 w/ (6)16d NAILS 41 TOP OF FLOOR TRUSSES FLOOR TRUSS (.BOTTOM 2X6 IS FOR WALL BEARIW-s CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL—--` r%,m^Tn m^ e-iTirIr%1TT\ Tl T AATl UTAT T 16V V1' IV IJLAim1\JJ L J.JW MY 11"l i. ■ FOAiRAU..M SCAM 3/4'00 NOTE: ROOF CONDITIONS MAY VARY HEADER (SIZE PER PLAN) C DOOR iWINDOW OPENING --) ME WALL SCAM: 3/4021'-0' DORMER ATTACHMENT Two STORY W41.E: 3/4'■I'-O' SIZE AND SPACING OF STUDS PER PLAN --- SECURE EACH KING STUD TO TOP PLATE w/ ----r61MPSON SPS or USP SPTS SIMPSON SP4 or USP SPT4 a TOP 4 BOTTOM (FOR 2x6 WALL USE SIMPSON SP6 or USP SPTb) 1 RE -ENGINEERED TRUSSES w/ TRUES -ENGINEERED TRUSSES wl TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) A CONNECTOR (VERIFY w/ TRUSS PLAN) �---DOUBLE TOP PLATE "" HEADER OUBLE TOP PLATE RIPPLE STUDS 0 16' O.G. MAX '•• (' fR PLAN) "INC STUDS SIMPSON or USP MSTA24 (SEE 'MINIMUM WALL AND HEADER STUD EACH JACK STUD REQUIREMENTS' CHAMP' ON FRAMING PLAN A ----2x8 SYP 02 WOOD STUDS 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WIT14IN A' OF --SECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHM w/ SIMPSON or USP LSTA12 MAx. (TYPE AND ATTACHMENT METHOD PER (EACH SIDE OF OPENING) 10 1 0FENlWj 4$' "NAILIWG SCHEDULE') JACK SCUDS (SCE MINIMUM WALL AND HEADER STUD 2) JACK STUDS � (2) KING STUDS in EACH REQUIREMENTS" CHART ON FRAMING PLAN SIDE OF OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) EXTERIOR BEARING STUDS WITHIN 6' FROM EACH END 4 NO MORE [SIZE AND SPACING PER NOTE 111, THAN 12 OAC. STAGGERED UNDER CATEGORY TIM ER ON GENERAL NOTES SWEET CSN)] ACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE ltd NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED CURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 o0 NEATHIIWx TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK V-4' MIN. FROM 20 FLOOR LINE I WINDOW SILL w/ CRIPPLE STUDS is 16' O.C. V D IAMETER ANCHOR BOLT a 12' O.C. MAX wl 1' EMBEDMENT w/ 2' DIAMETER WASHER 6IMPSON or USP MSTAM24 0 EACH JACK SECURED w/ (3)Y' x I W T'APCONS TO CMU wl MIN. 2' COVER 4 2' APART 2x8 BOTTOM PLATE EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 5 Twp STORY SCALE: 3/4'00 7 Twp STORY SCALE: 3I414-0' ARCHITECTS /rDesign upinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.ab designgro up. co m AA #: 0003325 � 1 �I"I'I"II 6:7DOOOOOODOj sLT8Dm & LOT. KENSINGTON RESERVE (LOT #19) MODEr.. SANTA ROSA (VERSION#01) PROJECT#: �y� 299'7.000 PAGE: SECTIONS DETAILS AW�Hn m SIAM OF FLORIDA JAN 1 JAM O 7'9 SAT 1/12/18 sc :1/4"=i'-0" 3HMET PREFORMED - CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE DIRE TIED - TO LATH 0 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO FALL EVEN IF STUD EXIST$ BEYOND EXCEPT STAPLES W/ Y8' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO 5E SPACED - 6 1' O.C. MAX VERTICALLY LATH SHALL Nat BE CONTINU0U8 THROUGH - CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER ASTM 01063 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. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. b" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAT' ADHESIVE DIRECTLY--\ TO 058 AROUND PENETRATION 1' OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLA5H i IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORMFLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. " THICK, 3 COAT CEMENT PLASTER WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED GT" (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) a , .c •;;;,,, _ mow. .;..s,F a ",+' WOOD SHEATHING j' TC j - A nGAP MIR PROTECTED FLASH TAPE TO a' 6' TO a' fiIN. IN. BEHIND CONTROL JOINT /-�' PROVIDE aX�' BLOCKING PLACED FLAT MAX. 6" TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD F-PERBG R103.6.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING 514ALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING L�PNETRATION DETAIL 1)M��M" CflNTRflL JOINT NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. r71 Gr 1 01 Dr- rw NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9" (229 -MM). AS PER ASTM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI TAKE SECOND PIECE OF FORM FLASK 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE 5 PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER'rl, .% 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING ` 7h WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING COR APPROVED EQUAL) OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) m SECTION WRB I TAPED T, SHEATHING wl U 02 OVER TOP. WF #2 TO BE LAPPS_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 .� 6" tr HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" w HORIZONTAL LATH & PAPER DETAIL SIDING wr%.d �-r" I F- r% "L, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP KTA METAL LATH TAPE WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING / i" MIN LATH ivi LAP; 4' OVER ALL LAP 2 VERTICAL LATH & PAPER DETAIL y f+{.! a WOOD SHEATHING WATER RESISTIVE BARRIER ; LAP SIDING (PER BUILDER) J' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED ECTAL) TAPE WR5 LAVER It STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING MINIMUM LAP (PER MANUR SPECS) y- LEGEND C WEEP SCREED .+�a4 DRAINAGE PLANE (WR5 LAYER *1, STARTER STRIP (PER MANUR SPECS) ,y STIP: COWRAP OR MINIMUM CLEARANCE APPROVED EQUAL) (PER MANUF. SPECS) WR5 LAYER "2 5' Xl' CONTINUOUS GAL V. METAL (FORT IF I BER STEP FLASHING (NAIL TO ROOF E BUILDING PAPER OR DECK, NOT WALL SHEATHING) 7h APPROVED EQUAL) CAP SHINGLE - DO NOT NAIL 4 METAL LATH X X X X ADHERED SHINGLES TRIMMED STUCCO F. _ a TO COVER FLASHING STRIP „L„ FLASHING STUCCO 1 WOOD SHEATHING1,! SELF-ADHESIVE FLASHING NOT : METAL LATH: LATH TO 5E PER FBC 8103.6.1 / ASTM C-541-091 MIN. 2.5 L55. PER SQ. YARD (IJtILIt ' OR NOMI..IN LATH 0 S NOT MEET SPECIFICATIONS) Ute: WATER RESISTIVE BARRIER rA R C H I T E C T B ') r n: •tv r -„ 4-ov r o FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �OOODOODOOJ i9tmDr i''. & LOT: KENSINGTON RESERVE (LOT #19) MOTDELa SANTA ROSA (VERSION#01) PROJECT: 2997.000 PAGE: WALL ASSEMBLY DETAILS GA�nrECr-. TATE OF FL F1 A JAN 1/OMll2MO7S9j JAMEAR FDA: i 1. Of -011 3cjt _4 T WA I ARCHITECT S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744-4078 www.ab desigrigro AA #: 0003325 TEXTURED CEMENTITIOU5 COATING WRB LAYER 1. STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIP15ER BUILDING SOD SHEATHING -- " THICK 3 COAT PAPER COR APPROVED EQUAL) VENT CAR 15 TO BE SET IN CONTINUOUS SED OF CEMENT PLASTER WRE3 LAYER I, STUCCOWRAP CSR APPROVED SEALANT. PREMANUR DRYER `ENS' CAS' EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. _ (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER 51~'hCII=1CATIOrNa STEP FLASHING NAILING FLANGE, STOP WRB APPROK. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUfi _ �� 1, ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL - SEALANT ALL SIDES T I' MIN. D 1rER EIS SELF -ADHERING FLASHING SI 5, Y' SEALANT ,@ JOINTS ALL AROUND DE • ��� � THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRU�R�VOT BLACK �B DRYFLEKT KICKOUT DIVERTER WRS LAYER 02, FORTIFIBER BUILDING ' PAPER COR APPROVED EQUAL) BUILDING PAPER 'QUICK FELT UNDERLAYMENT X1111111111 6A VENT (FRAME) ���R OVER FLASH' PIPE THROUGH WALL PER FBC 8103.6.1 SHINGLE ROOFING .00vovovvvJ EXTERIOR LATHING AND PLASTERING " DRIP EDGE: OVERLAP 3, FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPI=R 'QUICK COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH' ASTM C 926-12A. FASTEN 4" O.C. MAX. VENT PENETRATION A KTP INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHINGWRS LAYER , FORtIFIBR LEGEND WOOD WRB LAYER M1 BUILDING PAPER (OR AIf DRAINAGE PLANE NOTE: CONSTRUCTION STUCCOWRAP COR APPROVED EQUAL) (WRS LAYER M, 5TUCCOWRAP INSTALL KICKOUTLASHINC )L11L1UT DETAIL tt WOOD AP'P'ROVED EQUAL) SHEATHING WRB LAYER *2. {METAL LATH �Dp TEXTURED FINISH 6 WOOD OR APPROVED EQUAL 02 AT BOTTOM OF ROOF 4 FALL �--�IS�� WR5 LAYER INTERSECTIONS' PORTIFIBER CONSTRUCTION Y FASTEN TO WOOD STRUCTURAL CFORTIFISER BUILDING PAPER BUILDING PAPER COR 8" CMU MEMBER til 1' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF SHER-CRETE APPROVED EQUAL) " m �' TO % �� M 1 , WA METAL LATH x X X X FLEXIBLE CONCRETE WATERPROOFER or 1 TH ICK, 3 COAT CEMENT WOOD FRAMED PLASTER WEEP SCREED 61 WIDE STRIP SELF STUCCO d. 4. a a SCRATCH COAT PRIOR TO ELEC. METER -- WALL�� TO/8" MID -WALL ADHERING PLASHING, CLEAN WOOD SHEATHING INSTALLATION WEED' SCREED MASONRY BEFORE APPLYING 5ELF-ADHESIVE FLASHING - -- 1 (PER 31JA1) 6' SELF -ADHERING FLASHING TEXTURED FINISH 6 MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME(FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC 8103.6.1 ! ASTM ELEC. METER FIELD VERIFY �r'A �= KTe. �B E_ N.T.G. C-841-09, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR LOCATION NOMINAL LATH DUES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINT5 E PR E E ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOR 4 51DE5 ONLY CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX' NOTE: ATTACH PER — RAST EACH SIDE. STARTING AT THE MANUP. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X" CUT THROUGH PU51-I THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH i INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM 'GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE SOX. EXTENDING TO NO CLOSER — WOOD SHEATHING THAN 1' TO CORNER. STEP 1 STEP 2 STEP 3 Wim LAYER 01, STUCCOWRAP -- APPLY SEALANT AT TOP (QR APPROVED EQUAL) ELASTOMERIC COATING SIDES OF ELEC. METER Box PROTECTO FORM FLASH I COR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD b •�o:o:a O OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING A 'LY �oO MIN GRADE "D' FELE' OVER SELF -ADHERING FLASHING (OR APPROVED EQUAL) 44 ;� OVER 60 MIN GRADE "D" �; �� (SEE TYPICAL 'WALL SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT ° METAL LATH PENETRATION 'PIPE PENETRATION DETAIL' WRB LAYER n, FORTIF15ER AT ALL JOINTS AND •d°d°a° INTERSECTIONS EXTERIOR APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PARER (ORELECTRICAL STEP 4 STEP 5 RECEPTACLE STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL.) ARCHITECT S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744-4078 www.ab desigrigro AA #: 0003325 �uSar'V. & LOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2.997.000 PAGE: WALL ASSEMBLY DETAILS APIC:HnT_CT: STATE OF FLONDA DATE: 19/12/18 SIC :1/4"=1'_O" X1111111111 .00vovovvvJ �uSar'V. & LOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2.997.000 PAGE: WALL ASSEMBLY DETAILS APIC:HnT_CT: STATE OF FLONDA DATE: 19/12/18 SIC :1/4"=1'_O" WOOD SHEATHING WOOD CONSTRUCTION Y' HAT CHANNEL W/ V WR5 LAYER 1, STUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WR5 LAYER *2, FORTIFIBER BUILDING PAPER COR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WR5 LAYER 9, PLASTER STUCCOWRAP (OR AM66 - UJFWC -180 CUSTOM CASING APPROVED EQUAL) BE (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) -- WR5 LAYER 02, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) WR5 LAYER 6' SELF-ADHEREING FLASHING STUCCOWRAP WRAPPED ■ CORNER OF CANTILEVER (OR APPROVED EQUAL) MK AMICO AM66-WFWC-180 � AMICO AM66-WFWC-180 CUSTOM CUSTOM CA51NG BEAD GA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) O NOT CAULK OR SEAL GA CASING BEAD DETAIL @ CANT. aru ft. U+& FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK I VXI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO NECK 5U5 FLOOR CZEM FULL 5HEET5 OF PEEL 4 STICK I VXI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER COR APPROVED EQUAL), CONTINUOUS /V' 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 MAC) ------'" 1 LEGEND DRAINAGE PLANE (WR5 LAYER M, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X x X STUCCO CCO MOOD SHEATHING 7_2 5ELF-ADHE5IVE FLASHING I h VINYL (OR Ai'PROVED EQUAL) GASINCs BEAD 5/8' TYPE "X' DRYWALL - W/TEXTURED 4 PAINTED FINISH " THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED - EQUAL) COINER BEAD VINYL (OR APPROVED_ EQUAL) , l rr126 m 1, 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,' MIN. SPACE FROM DRIP FACE TO TREX NOTA: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-841-09, MIN. 2.5 L55. PER $0, YARD (UTI TTY OR NOMINA LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION ` ---WEATHER RESISTIVE SARRIER �`1 WEATHER RESISTIVE BARRIER 02 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVEDRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) R1ADRIP EDGE INSTALLATION TA Y4' GAP FOR 5ACKE4 Y' GAP FOR BACKER ROD # SEALANT ROD 4 SEALANT ¢ VINYL (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD WEATHER RESISTIVE BARRIER *1 WATER PROOFING lot LAYER - WEATHER RE5ISTIVE BARRIER 02 (2 LAYER PEEL 4 NICK) sosCOM"ENta PILLED APARI=oR CLARITY SUB � STICK - APART DECK MEM$RANE, EXTEND OVER DRIP EDS SUB FLOGR- 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, �" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED So- --VINYL (OR APPROVED EQUAL) CASING 5EA0 1 'X1,' P.T. OR SIMULATED WOOD (TREX) - WATER PROOFING let LATER (2 LAYER FILLER (CSR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4 GAP FOR SEALANT DECK TO CANTILEVER OFT. BACKER RDD THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHE ATH ING WEATHER RESISTIVE BARRIER *1 ossGOMPONENTS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER '" TI' -TICK, 3 COAT CEMENT 4'OSITI DRAIN WEEP 5CREEI PLASTER P VE NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCES50RIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD 11 B BALCONY DRIP EDGE INSTALLATION NOTE: SET RAILING LACE BOLT ATTACHNMENTS IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO .r SHEATHING 6 1' O.C. MAX. >< 1, fi WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH ry WR5 LAYER 02, FORTIP15ER BUILDING PAPER CDR APPROVED EQUAL) *0!ER_BE_AD @ FRAME CORNER BEAD (FASTENER � SPACING � 1" O.C.) CMU W 'HICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO GONGRETE MASONRY UNIT 12BCORNER BEAD @ BLOCK 10 COLUMN SHEATHING WEATHER RE515TIVE BARRIER I WEATHER RESISTIVE BARRIER '02 6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK I X2" 6' 'L" FLASHING FULLY EMBEDDED IN ROOF GEMENT I V X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 s EXTERIOR COLUMN COLUMN SHEATHING 6" $ELF ADHERING 4 FLASHING x3' "L" FLASHING FULLY E BEDDED IN ROOF CEMENT Y2" X 3' 26 GA. GALV. METAL DRIB' EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING 5EAD WATER PROOFING lot LAVER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @RWAF—�—OLUMN W "L" FLASHING ARCHITECTS Design Group Inc. PH: 407-774-5078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 rs Dm ac �JM1.I i KENSINGTON RESERVE (LOT #19) MODE .9 SANTA ROSA (VERSION#01) PROJECT#: 299'7.000 PAGE: WALL ASSEMBLY DETAILS nRCHrtEcr= STATE OF ROFlDA AN 16 IDA*. 1/12/18 $C :1/4"--1'_O" "ET �"I'I'IIII \DOOOOOODiri� rs Dm ac �JM1.I i KENSINGTON RESERVE (LOT #19) MODE .9 SANTA ROSA (VERSION#01) PROJECT#: 299'7.000 PAGE: WALL ASSEMBLY DETAILS nRCHrtEcr= STATE OF ROFlDA AN 16 IDA*. 1/12/18 $C :1/4"--1'_O" "ET -- ' TH I CIC, 3 COAT CEMENT 4,� rrP PLASTER IX TRIM MEMBER 6 STUCCO TrO �zim METAL LATH TO rt TO SIDING TRANSITION UJR5 LAYER #l, FORTIF15ER SIDING BUILDING PAPER COR APPROVED EQUAL) WOOD SHEATHING F A' WRB LAYER M, STUCCOWRAP UJR5 LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) COR APPROVED EQUAL) CASING BEAD (o' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO @,rKLIA CASING D WOOD SHEATHING METAL LATH WR5 LAYER 01, STUCCOWRAP UJaaD SHEATHING COR APPROVED EQUAL) LEGEND UJR5 LAYER , FORTIFIBER BUILDING UJR5 LAYER I, STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER COR APPROVED EQUAL)T"f COR APPROVED EQUAL) WOOD SHEATHING PLANS �" Wi LYE *2, FORTIF15ER WEATHER RESISTIVE 5ARRIER 1 (UJR5 LAYER 1, STUCCOWRAP � THICK, 3 GOAD' BUILDING PAPER WEATHER RESISTIVE BARRIER (a' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER COR APPROVED EQUAL) X I J/4" LAP SIDING W16" REVEAL U ATHER RESISTIVE BARRIER WR5 LAYER VINYL COR APPROVED EQUAL) METAL LATH " SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER (FORTIF15ER SUIhD Ii'� PAPER ANGLED CASINGBA1 . THICK, 3 ca�T CEMENT OR APPROVED EQUAL) CExPLODED PLASTER METAL LATH x x x x VINYL COR APPROVED EQUAL) VIEW FOR STARTER STRIP Cl-ARITY) p _ ° 0—�._____A_._. DO NOT CAULK OR SEAL OPENING 4 6' SELF -ADHERING FLASHING STUCCO � 4CASING BEAD 4° ,� f GALV'D METAL "Z' FLASHING GALV'D METAL "Z'FLASHING WOOD SHEATHING CASING BEAD @ RAISED Da NOT CAULK OR SEAL OPENING SELF- ADHESIVE FLASHING BAND FRAME , /4' X w' 51MULATED WOOD FRIM MEMBER 15 : iaT�. 0 NOTE: STUCCO CASING BEAD 1/4" X +o' SIMULATED METAL LATH: LATH TO 5E PER F5C R103.6.1 / A5TM a WOOD TRIM MEMBER C-841-09, MIN. a.5 L55. PER SQ. YARD (UTILITY OR SEAL GAP W/CAULKING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OR APPROVED SEALANT STUCCO CA51NG BEAp WOOD CONSTRUCTION 5EYOND SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION jai ec44; N.Ta WOOD SHEATHING (a' 5ELF-ADHERING FLASHING DOTE WEATHER RESISTIVE BARRIER ' 1. IT 15 THE CONTACTORS RESPON615ILTY WEATHER RESISTIVE BARRIER M TO LAP TO VERIFY THE COMPATIBILITY OF ALL WEATHER RESISTIVE 5ARRIER (o' MIN. ABOVE TOP OF "Z' FLASHING PRODUCTS INCLUDING HOUSEWRAP, " X 1 IV4' LAP SIDING UJ/(o REVEAL WEATHER RESISTIVE 5ARRIER I SEALANTS 4 SELF -ADHERING FLASHING (oSELF-ADHERING FLASHING WEATHER RESISTIVE 5ARRIER 02 MATERIALS USED DURING ���Y ��i �� (ORCONSTRUCTIaN. GALV'D METAL 'Z' FLASHING EQUAL) seAl..Mr • STARTER SCRIP Uwe JOn4r. O NOT CAULK O SEAL O NINE •' •� DO NOT SEAL OPENING FLUID AP01_le �. INSTALL ALL MATERIALS PER ;..: . UJEATHER RESISTIVE BARRIER '�I TO LAP PLA81-M (LAN00 MANUFACTURERS WRITTEN ux-►Its-6iAL Inc -816 GALVD METAL "Z' FLASHING (a' MIN. A50VE TOP OF "Z' FLASHING Olt E`er'`). .SPECIFICATIONS WARRANTY I IVO' X 6" SIMULATED WOOD 1 Y" X (0" SIMULATED WOOD TRIM MEM5ER f%1_1 0000 REQUIREMENT. TRIM MEMBER E -Z 5EAD VINYL "SELF-ACEI-IERINC FLASHING,, r�'r WARNING: SEALANTS AND SELF ADHERED SEAL GAP W/ APPROVED SEALANT COR APPROVED EQUAL) CASING ;�, _4 FLASHING MAY REACT ADVERSELY F NOT WEATHER RESISTIVE 5ARRIER COMPATf BLE. (W/ys" FLEXIBLE PVC SACKER ROD) E -Z BEAD VINYL COR APPROVED EQUAL) CASING _ (o' 5ELF-ADHERING FLASHING .. (W/ /o' FLEXIBLE PVC BACKER ROD) ,:r 11 THICK, 3 COAT CEMENT PLASTERUJEATHER RESISTIVE BARRIER'0000 NOTE FATHER RESISTIVE BARRIER I WALL FLA HIN+G� INSTALLATION SILL :.: �:�00000 a '+ SIDING TO STUCCO SEAL INTERIOR PERIMETER OF WINDOW WEATHER RESISTIVE BARRIER FRAME TO FRAME TRANSITION 1$A DETAIL(MASONRY)TO WOERI°I� `'' ':,.L WITH SEALANT I UD >_ K.Ta '-_ �.. ARCHITECT S / Desi n VIrou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX:407-774-40'7$ www.abdesigngroup.com AA #: 0003325 x'1.71 Drv. & LOOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997,000 PAGE: WALL ASSEMBLY DETAILS ARCHRECTD ST TE OF F ORIDA JAN 16 2,011 JAMB c AR N DATE. /1 /18 SCAZ*.- 1/4 01=10-0 ip /401=1,1010 \DDDOODOOOJ x'1.71 Drv. & LOOT: KENSINGTON RESERVE (LOT #19) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997,000 PAGE: WALL ASSEMBLY DETAILS ARCHRECTD ST TE OF F ORIDA JAN 16 2,011 JAMB c AR N DATE. /1 /18 SCAZ*.- 1/4 01=10-0 ip /401=1,1010 GUT HOU5EWR P AT 45 ANGLE MODIFIED "I" GUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED NOU5EWR4P OVER SHEATHING OVER WD STUD WALL TEMPORARILY c^I n _ i 10 t SECURE HOUe •F� 1 AI / H I 1 }may "l STEP 1 FOLD IN AT Jo SLOPE INSTALL A SILL DAM OVER THE APPLY 3/a' NOM. CONTINUOUS BUILDING WRAP At THE SACK OR 6EAp 0F SEALANT A7 JAt~f65 THE SILL AND ?IGEN INSTALL tNP ANp Nr-Ap or AP71_1' t0 BACK SPLF-ADNERINCx 57RE7GNABLt; OF WINDOW NAILING FLANGE IN FLASHING 4 APPLY SEALANT AT ALIGN FLEXIBLE LINE W/ PRE -PUNCHED HOLES ENDS OF SILL DAM SELF-ADNERIIyCs OR SLOTS. a9NINCs W/ INT. EDGE OF SILL RO. STEP 2 INSTALL SELF—ADHERING FLEX15LE FLASKING AS THE FLAS14ING AT THE SILL _ .. , 60 SELF-ADHERINC% OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE S VERT. END DAMS REQV. AT EACH END OF SILL ISEWRAP DOWN 4 D I AGONAL CUT 4 ►BEAD OF WINDOW STEP 4 INSTALL WINDOW PL( LEVEL AND SQUARE I MANUFACTURERS WRI1 INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHE51VE BACKED FLEX15LE FLASHING MATERIAL OVER DRIP CAP JOINT � rPRorEcTo-wRaP 5t-20XL \\ OR APPROVED EQUAL) STEP 5 INSTALL (oSELF-ADHERING FA8�1NC� 0 NAILING �� EXTEND L OVER L SELF -ADHERING FLANGE AT JAM55 FLASHING 1' MIN ;MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP a. EXTEND FLASHING MIN 1" WINDOW FLASHING BELOW SILL FLEX15LE INSTALLATION DETAILS FLASHING 18 c FULL I RAP Q NOT SE�4L QTTQr� FINIST �,� .� ME ) STEP 6 STEP 7 STEP 8 STEP 9 NOTE. 1. IT 15 THE CONTACTORS RE5PONS15ILTY TO VERIFY THE COMPAT151LITY OF ALL PRODUCTS INCLUDING WOUSEWRAP, SEALANTS 4 SELF-ADPERING FLASKING MATERIALS USED DURING APPLY oSI 142U (OR CONSTRUCTION. EQUAL) SEALANT +rt UNDOWWCMU JOINT. 2. INSTALL ALL MATERIALS PER r-LUID APPLIED ~ PLASbIW.s (LANCO •• uJI.IITE-e�AL tic-,�b1 MANUFACTURERS WRITTEN OIC 1=QUAL/. ; s; . L'. SPECIFICATIONS 4 WARRANTY 0100 REQUIREMENTS. ••, ..,.,0000 WARNING: SEALANTS AND SELF ADHERED olooFLASKING MAY REACT ADVERSELY IF NOT r`s•„ COMPAT15LE. WALL FLASHING INSTALLATION1000 •, r DETAIL MASONRY 18A t KTA 0000NOTE. ;A SEAL INTERIOR PERIMETER OF WINDOW SLOPE SILL TO WITH SEALANT Design Group ���. W:407-774-407 $ www.abdesigngroup.com AA #: 00033.25 r 16 1 / a DATE: / /18 ssC :1/4"=1'--O" TWA5 � �I"I'I"II �000000000� i9'C,y ]3]Drir. & LOT: KENSINGTON RESERVE (LOT #19) M03DETa SANTA ROSA (VERSION#01) PROJECT#t 2997.000 PAGE: WALL ASSEMBLY DETAILS mHrrr=c-r. STATE OF FLONDA JAN JAMES AR N 16 1 / a DATE: / /18 ssC :1/4"=1'--O" TWA5