Loading...
HomeMy WebLinkAbout3925 Crawley Down Lp (a)VERSION 0 1 RLCORD copy FORM REV, WAD FOR CODE COMPLIANCE pLANSExA_MINER DAIL SANFORD F3 jWjN DIV A PERMIT ISSUED SHALL BE CONSTRUED TO SE A I_ICENSF TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF CONS RUCTION OR VIOLATIONS OF ERRORS HIS CODE COMP A CTI C )N TEST REQUIRED eesultc to be Verified at Slab inspection 0"p,noV(� ID ryanhomes.co m 25 49 • DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV, LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET RYAN HOMES — ORLANDO CS COVER SHEET (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS ORLANDO, FL 32811 CL CENTERLINE MTL. METAL. 2 LEFT &RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 •CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN/ STAIR SECTION CONC, CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS C.T. CERAMIC TILF. PLYWD. PLYWOOD VASD = 116 MPH D. DRYER PR. PAIR 5B DOWEL PLAN • • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5C LINTEL PLAN (LOTT'S) STATE OF FLORIDA Y — EXPOSURE C D.G. DUAL AM GLAZED R. RISER • EXPOSURE CATEGORY PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL5E LINTEL PLAN (QUALITY PRE—CAST) JAMES CANTWELLDP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN LOCAL AND STATE CODES DR. DOOR RM. ROOM AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 41 NORTH RONALD REAGAN BLVD. EA. EACH sIIT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN 14 BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SSHOWER EXH. EXHAUST Sim. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS FR. DR FRENCH DOOR T.O.P. TOP OF PLATE CHAMPION'S RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS GA. GAUGE TYP. TYPICAL 140 — B CREEK SIDE GAR. DISP. GARBAGE DISPOSAL, U.N.O. UNLESS NOTED D6 SECTIONS/DETAILS CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT' OTHERWISE D7 WINDOW SCHEDULE DRAWING /CONTRACT DOCUMENT INTERRUPTER V.P. VAPOR PROOF HIGHLAND MEADOWS 140—B GL. GLASS W WASHER REVIEW BY BUILDER GYP. BD. GYPSUM BOARD Wi WITH WA1 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140—B HDR. HEADER WiH WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORILT HEIGIIT W.I. WROUGHT IRON OF THE CONTRACT DOCUMENTS. INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS INTERPRETATION McCORMICK RESERVE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B S Q • FT • CALC • 5 S DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B OSPREY LANDING 150—C AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B IST FLR LIVINGLIVING 1,1,3W SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2ND FLP, LIVING 1,398 SQ. FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVINGS 2,488 SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 6i SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GAR04GE 459 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 160 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3,168 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU133DIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA DA's'' : 5/17/18 SC/ALE: 1/4"=l'—O" SKEET CSOF 9 \000000000 SU133DIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA DA's'' : 5/17/18 SC/ALE: 1/4"=l'—O" SKEET CSOF 9 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 rPSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS rPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS CA. `" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD rPSF) D.I. FIBERGLASS SHINGLES 17 D.2, CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT, =150 MPH, VASD =116 MPH E2, EXPOSURE CATEGORY C E.3, WIND DIRECTIONALITY FACTOR (KD) 0.85 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD:_.(PSF) F.1. ©UARDRAILS AND HANDRAILS 200 F.2, OUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT 6CALE 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 "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORD> NCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL 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 DESIGNED AND 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 R312.2.1 AND R312.22 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED 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 R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -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'/rINCH GYPSUM BOARD OR EQUIVALENT. @ITc laf^nw 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 HEREIN.SEE 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. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. 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. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/l. 4. PROVIDE 6/ AIR ENTRAINED CONCRETE E EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %'. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). &AACA\IMV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R6062.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 9^ C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/z' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" 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 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O,S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 'b" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. 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. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. 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. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M-). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING I @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. el I uanwn_ 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137,5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH X? AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH'/V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH '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 & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES I 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 A R C H I T E C TS Design Group ���. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �DOOOOOOOOJ SVBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: GENERAL NOTES ARCHfTECT- STATE OF FLORIDA 1, 41e DATE: 5/17/18 CALM: 1/4 P*=11- 0" SHEET Nor I' -SII I II 1 I _Oil II ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 138 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.92 SQ.FT. REQUIRED VENTILATION AREA (0.92 x 144) 132.5 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED IF OF SOFFIT VENTILATION 32 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1386 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 4.62 SQ.FT. REQUIRED VENTILATION AREA 4.62 x 144) 665.3 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 665.3) 332.6 SQ 1N OFF RIDGE VENTILATION AREA 115 %IN./VW SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF TOTAL # OF VENTS REQUIRED 2.89 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 333 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 29 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF L-- COLUMN DETAIL II_ 1/T II N DETAIL 7 r 17 Q II II 11" , DECO BRACKET DETAIL SCALE: 3/4 ■ V-0' ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 160 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) L07 SQ.FT. REQUIRED VENTILATION AREA 1.07 x 144) 153.6 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.W./IF REQUIRED LF OF SOFFIT VENTILATION 14 1 LF RAISED BANDING (TYP.) RAISED BANDING (TYP.) 3 20'-0 3/4" BRCS. 18'-6 3/4" BRG, HGT-4, 11-04 TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) 10'-8 3/4" 2ND F.F. 9'-4" BRCx. HC�T. 11-0" W RAISED BAND HEADER TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR. 18'-& 3/4" BRG. HGT. OL 12 5 (TYP.) SCALE: 1/+4 = V-0' ELEVATION 'B' 15 5 TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) 0 r � 11 10'-8 3/4" 2ND F.F. �" e'-4" BRG. HCxT. 8'-0" HDR. HGT.OL _ I,— - ------ --- 1 ---1r--� I REAR ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'B' 18'-S 3/4" BRCS. -IGT. IV TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) lm' -S 3/4" 2ND F.F. IV e'-4" BRG. HGT. S'-0" HDR. HGT. WK i'-211 A R C H IT E C TS wiIanrvvu, m a d f OU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIII"'ll \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) ?MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FRO NT & REAR ELEVATIONS ARCHITECT= STATE OF FLORIDA jple D E: 5/17/18 ALE: 1 /4" =1' — 0" HEFT I OF 9 10'-6 3/4" 2ND F.F. 9'-4" BRG. HGT.� S'-0" HDR. HGT.01L _ OFF -RIDGE VENT OFF -RIDGE VENT (TYR) I TEXTURED CEMENTIOUS 71 COATING: PER (ASTM C92(o) (TYP) 8 12 1211_011 — — — — — — — — — ------------ TEXTURED EMEN C TIOUS� OPEN COATIWz PER (ASTM 0 oz ( CS26) (TYP) 18' -8 3/4" BRCS. HGT. 10'-8 3/4" 2ND F.F. 9'-4" BRC:. HGT, 0'-0" FIN. FL _ _ _ — ------------------------ `�---- — — — — — — — — — — -� _ 0'-0" FIN. FLR, LEFT ELEVATION_ SCALE: 1/4 - V-0' ELEVATION'S' 12 5 18'-8 3/4" BRG. HGT.1 _ _ I_ OFF -RIDGE VENT 12 1 \ 5 18'-8 3/4" BRG. HGT. 11-011 iz� TEXTURED CEMENT IOUS 15'-0' BRCS. HGT. h _ _ _ _ — _ _ COATING: PER (ASTM - C926) (TYR) � ENTRY C 12 11.011 1� 10'-8 3/4" 2ND F.F. �� _ _ _ _ _ _ _ _ _ _ _ _ _------ — — — —­_ — - --� - - - - - - (V - - - - - - - ------ ------ I TEXTURED CEMEN tIOUSS _ COATING: PER (ASTM 0 C926) (TYP) C 0'-0" FIN. FLR.h_ — — — — — — ------------------------- — RIGHT E 1/4 - 1'-0" ELEVATION 'S' OPEN J ,410'-8 3/4" 2ND F.F. IRV 9'-4' BRG. HGT. IV 8'-0" HDR. HGT. 11-2" A R C N I T E C TS Design Group Inc. LvI'Vuxvvvvv, m ociav PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LEFT & RIGHT ELEVATIONS mmmolo ARCHITECT: STATE OF FLORIDA i �9Y � DA E: e5/17/18 S ALE: 1/4"=1'-0" SHEET 2 OF 9 \000000000 SLTBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LEFT & RIGHT ELEVATIONS mmmolo ARCHITECT: STATE OF FLORIDA i �9Y � DA E: e5/17/18 S ALE: 1/4"=1'-0" SHEET 2 OF 9 SQ.FT. CALC.9S CALL* FOOTAGE DESKdN IM IST FLR. LIVING 2ND FLR. LIVING 1090 1,398 SQ. FT. SQ. FT. 112 161.01OHGD'-0' 5 TOTAL LIVING ENTRY GARAGE LANAI 2,486 61 459 160 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3,168 SQ. FT. 4 30.08/-32.18 3 EXTERIOR MASONRY WALL BRG. HEIGHTS 9'-4' 51%. LOAD BRCS. WALL NON-BRG. WALL OOKPON W AND CLADDNO WW LOADS BA81C INIAD EXPOSURE FOR 3 SECOND GUSTS CALL* FOOTAGE DESKdN IM ZONE 1501uPH 1M�D 1 112 161.01OHGD'-0' 5 24.80/-30.16 — — — — — — — — BOX BEAM t0 MATCH 2 24 3080 OR 4 30.08/-32.18 3 11 25 -SH 4 28.45/-30.95 3A 11 25 -SH 5 28.45/-31.46 4 33 (2) 25 -SH 4 21.13/-3480 5 49 6080 °.EGD 5 2631/-3330 6 33 (2) 25-514 5 21.13/-3480 111 25 -SH EGRESS 4 28.45/-3095 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VOLT • 150 / VASD • 116 MPH B. INTERNAL PRESSURE COEFFICENT=+ ,18 C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE volt DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F�PR�IO�R TO DRYWALL INSTALLATION ON ALL FRAMNG MEMBERS 2'-0' FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEWITE TREATED SPRAY 1x411__ �0 16' O.C. 11 V 3 2'- 0 �� 1'-2" 2�- 7� v N CABINET SECTION Freilor.l FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 5 14 A R 6 H I T E C T S Des2Grouonc . 1441 N. KUNALU KCAUAN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FIRST FLOOR PLAN CARCHITECT- STATE OF FLORIDA A 'E: "' /17 /18 OqfA.LE: 1/4"=10-090 16'-0" 14'-0" n 15'-2' 5" 71 — — — — — — — — BOX BEAM t0 MATCH 1 ( COLUMN WID I I I I I I Pt. Post To 8'-4' I II I LANAI I AFF. (2-TYP) TDOOR KITCHEN @ ROUGH -IN ' 0 4'-0" 14'-4" II II II II o — — — — — — — 6080 SGD (2) 25 -SH _ HB N ' DINETTE R/t C O N 12'-4'x10'-0' S'-4' CLG. I GREAT ROOM N ��><� I1 �I i S'-4' CLG. cd N II �,yll Il' -21/2" 11 9'-4" I 6'-51 1/2" 2'-10" 4'-21 6 _0 • Ob I VENT. I " M.WAVE O II r- 1 HIw 1 t0 EXT. - � I I N �' II KITCHEN N R��C\ N A S 0 xb I ------- - ?4 POST up � - _ _ 2-6 m t �_-REF. _ LBW N STUD `A aBINET I X4 POStpy 1R e OMOULD CROWN I I -ISH N 4 -SH (' a) 0 lm' -10" 8.. � 1'-10" - 5 4 4'-�N c4 2'-4" 1 2'-6" 1 0 FOYER L C RIT '01-1 BLS 9'-4' cLG STUDY c�o,P I `'�a 0111 STUD `� M.T. W/H DBL. a stu - PWDR. -A 1 `Q il'-8" 3'-10" '-8" - PED. 4'-2" �t BOLLA STU -' N 2 x4 POST 1 I r ENTRY N 2 CAR GARAGE 15'-0' CLG. r- 20'-0'x20'-2' 4 cv ttl N LINE 2ND FLOOR ABOVE 16'-0' x 1'-0" Ol w N N N N N O 16'-0" 2'-S" v -0" 21'-4" 301-011 FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 5 14 A R 6 H I T E C T S Des2Grouonc . 1441 N. KUNALU KCAUAN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FIRST FLOOR PLAN CARCHITECT- STATE OF FLORIDA A 'E: "' /17 /18 OqfA.LE: 1/4"=10-090 F�PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY STAIR DATA: 17 RISERS 07.57" F16TREjADS 010" +1" NOSING / / / / / pAr HAND RAIL - \-2x12 S.Y.P. TREAD / /2x4 RE-INFORCING 1 EA. / / 2x12 STRINGER 01 (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' O.G. 3' KICKPLATE -3/4' T4G SUB FLOOR GLUED 4 NAILED --- 2x6 w 24' O.C. MAX 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.G. MAX. 2x8 LANOM PROP CEILING TO \8'-8' (2-) 2X8 HEADERS A3 044OUN ON SHEET 6 PWDR - Room. STAIR SECTION: 9'-4" BRG. 3C,4LE: 3/8' = 1'-0' OL 18'-8 3/4' 2ND. FLR. 5R3. HT. OL 10'-8 3/4' 2ND. R. OL V-4' 5RG. HT. OL 0'-0' FIN. FLR. ————————————— — — — — -- 301-011 _30'-011 1'-8' v 3'-6" �o'-2" 20'-8" 3'-211 I 4013 FSG O O TEMP WG 14' SEAT 1R -ISH 3050 -SH N r — — — — EGRESS 1 I W.I.C. m 1 , I 'n R PAN� � I �� I O r OWNER'S SUITE OWNER'S 61-01 CLG. BATH 8'-0' CLG. STUD LAY LAY DTUD I 1 0 m 11 4 ® I S ACEI I I I� � � I � � TUB %'� 11'-611 2 '4" I 10" 3'-8" F5'-4" 5'-81 I � VI BEDROOM �,2 I S° W.I.C. I � I I 9�- o ATH 1(:::: I 1' -10" iR-iSH m 14'-8" 3'-8"v 4'-2" 3'-8" 10" 8 Lu Cq BEDROOM 3 11'-8'x10'-0' 8'-0'i- 0 I C I ATTIC I DBL. j i OPT._ iii �Lqr — 6TUD 1R -ISH 2x8 DBL STUD N 4.0 BF LAUNDRY 1 W/ 10d X 3' 1-0CLG. 0 4.1 COMMON NAILS Zo '" 6'-10" 3'-S" 2'-S" 3'-S" 2'-0" 4'-2" 4'-6° w 18' O.C. 2 ' ROWS . _ STAGGERED Lu O BEDROOM 4 — I 10'-2'x11'-2' , ;n 8'-0' CLG. BL. 0 STUD I 21-1011v 1' -S" 101-101, (Q I1 N LOFT 10-2'x19'-2' 8'-0' CLG. DBL. 2X8 STUD STUD LINE 0= IST FLOOR BELOW LAV r TUB BATH 2 1 8'-0' GLG. `61 iv _I - 3050 -SH TEMP 3050 -SH 0 O O FLOOR BELOW -� 1/2" 441-1111 P '-1 1/211 5'-1" 10'-2" 51 --ill 41-411 41_411 21'-4" 8'-8" 301-00 Av SECOND FLOOR PLAN SCALE: 1/4 - 1'-0' ELEVATION 5 A R C H IT E C T S Desirn Groupnc. Ill. ravnnw ncn%X^11 o�rv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 OOtiPONENr AND CLAMM VMD LOADS BASIC WND EXPOSURE FOR 3 SECOND GUSTS CALL* FOOTAGE DESIGNATION ZONE 160 NPH WILD 1 15 -SH 5 28b5/-3185 M0530 2 15 3050- 5 28b5/-3185 2A 15 5 28b5/-3185 EGRE 3 15 �� 5 28b5/-3185 4 15 4013-F 5 29.43/-39.40 TEMP 5 15 4 28b5/-31.14 EGRE SS 6 15 SH 4 28b5/-31.14 ESS 1 �000000000� 15 3050 -SH 4 28b5/-31.14 EGRESS -TEMP WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT -150 / VASD -116 MPH B. INTERNAL PRESSURE COEFFICENT ■ + .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F�PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY STAIR DATA: 17 RISERS 07.57" F16TREjADS 010" +1" NOSING / / / / / pAr HAND RAIL - \-2x12 S.Y.P. TREAD / /2x4 RE-INFORCING 1 EA. / / 2x12 STRINGER 01 (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' O.G. 3' KICKPLATE -3/4' T4G SUB FLOOR GLUED 4 NAILED --- 2x6 w 24' O.C. MAX 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.G. MAX. 2x8 LANOM PROP CEILING TO \8'-8' (2-) 2X8 HEADERS A3 044OUN ON SHEET 6 PWDR - Room. STAIR SECTION: 9'-4" BRG. 3C,4LE: 3/8' = 1'-0' OL 18'-8 3/4' 2ND. FLR. 5R3. HT. OL 10'-8 3/4' 2ND. R. OL V-4' 5RG. HT. OL 0'-0' FIN. FLR. ————————————— — — — — -- 301-011 _30'-011 1'-8' v 3'-6" �o'-2" 20'-8" 3'-211 I 4013 FSG O O TEMP WG 14' SEAT 1R -ISH 3050 -SH N r — — — — EGRESS 1 I W.I.C. m 1 , I 'n R PAN� � I �� I O r OWNER'S SUITE OWNER'S 61-01 CLG. BATH 8'-0' CLG. STUD LAY LAY DTUD I 1 0 m 11 4 ® I S ACEI I I I� � � I � � TUB %'� 11'-611 2 '4" I 10" 3'-8" F5'-4" 5'-81 I � VI BEDROOM �,2 I S° W.I.C. I � I I 9�- o ATH 1(:::: I 1' -10" iR-iSH m 14'-8" 3'-8"v 4'-2" 3'-8" 10" 8 Lu Cq BEDROOM 3 11'-8'x10'-0' 8'-0'i- 0 I C I ATTIC I DBL. j i OPT._ iii �Lqr — 6TUD 1R -ISH 2x8 DBL STUD N 4.0 BF LAUNDRY 1 W/ 10d X 3' 1-0CLG. 0 4.1 COMMON NAILS Zo '" 6'-10" 3'-S" 2'-S" 3'-S" 2'-0" 4'-2" 4'-6° w 18' O.C. 2 ' ROWS . _ STAGGERED Lu O BEDROOM 4 — I 10'-2'x11'-2' , ;n 8'-0' CLG. BL. 0 STUD I 21-1011v 1' -S" 101-101, (Q I1 N LOFT 10-2'x19'-2' 8'-0' CLG. DBL. 2X8 STUD STUD LINE 0= IST FLOOR BELOW LAV r TUB BATH 2 1 8'-0' GLG. `61 iv _I - 3050 -SH TEMP 3050 -SH 0 O O FLOOR BELOW -� 1/2" 441-1111 P '-1 1/211 5'-1" 10'-2" 51 --ill 41-411 41_411 21'-4" 8'-8" 301-00 Av SECOND FLOOR PLAN SCALE: 1/4 - 1'-0' ELEVATION 5 A R C H IT E C T S Desirn Groupnc. Ill. ravnnw ncn%X^11 o�rv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9UBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR PLAN/STAIR SECTION ARCHITECT STATE OF FLORIDA D 5/17/18 s ALE: 1/4"=1'-0" 4 or 9 �000000000� 9UBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR PLAN/STAIR SECTION ARCHITECT STATE OF FLORIDA D 5/17/18 s ALE: 1/4"=1'-0" 4 or 9 SECURE STRAP TO CONC. W/ (2) 3/16'4' TAPCONS SIMPSON W5 ROLL STRAP OR EQUAL 3 1/2 TRIC SECURE STRAP CONC. SLAB TO UNIT W/ (2) "8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL b d S S -1/hl /JsII 4'x24'x12' CONC. M. 16' - 0" 141-011 J/ (3) r5 REBARS EA 5 iY ON CHAIRS MIN. 3' COVER (2-TYP) ----- 8 5A I (3-1/2' _ � CONC. SLAB OUTDOOR KITCHEN I 0 m ROUGH -IN( FIELD - 5A I 5A VERIFY LOC) ■ ■■ ■■ ■ ■■ ■■ ■ ■ "2C 2 5A 5A 5A I4'-011 I • J�� // KI' -2" Q 19'-1011 I 2 I■ 2 'n 5A 5A .I I 0'-0' FIN. ELEV. NRI ■ ai \x i FIN. CONC. SLAB , I IT -4-1 !L r 31/2' CONC., REINFORCED ■ W/ 6'x6' -W1.4 x WI.4 2 A ON 6 -MIL POLY PVC CHASE 5A m ,, ■ ETHYLENEFOR ELEC. 0 I i i BARRIER ON 24x24'x12' CONC. FTG. ISLAND HELL -COMPACTED i W/ (3)15 REBARS EA ■ ICSH. ii C CLEAN FILL WAY ON CHAIRS MIN. 0 N ■ 5 -10 3" COVER 2D 5A 3'-10" 4'-8" 2'-0" 5'-8°V4114"■ ^2"%, m 5A I 5A 5A ' I 9 ■ ,'S;�* 4' PVC CHASE- 5ASTEMUP c� TOI ■ ►n 4° ■ 2ND FLR A/C�, _I 8° 10° ^2'-8" 2'-6" 'n 1 X01-10" ■ 11'-8" .:'' 4'-10" 't I 4 EXTEND ■ , ;-'' — — SLAB 11/2' 4' CHICK 5 A I y^ CONC. SLAB '• W/H; �-5 1/2' I ��_ ■ '� ' I I I ■ 5A � S r -5A f-.�` I IcI PED. I 5S�yK ■ N ``' C0ND. �__• ■ I <r EXTEND ' _ tu tu LLARD SLAB 11/2' o � ■ -3 1/2' 24'x24'xl2' CONC. FTG. N I 1 4"3'-411 W/ (3) 5 REBARS EA -2" 5'-0" WAY ON CHAIRS MIN. 3' COVER S1 ?u< 31/2' GONG, REINFORCED cf� I J 5A W/ 6'x6' -W1.4 x W1.4 6A ON 6 -MIL POLY ■ `t 5A ETHYLENE VAPOR 6A BARRIER ON WELL -COMPACTED 5A 8 3 1/2' CONC. 24'44'4' CONC. FTG. CLEAN FILL 5A SLAB W/ (3) r5 FWARS EA SYSTEM) WAY ON CHAIRS MIN. C(BORA-CARE 3' COVER (2-TYP) ■ 1 '� ■ 6 ■ 6 �-7 1/2� ' �' ■ ■■ ■■ ■ 0-011 11 21'-411 Q 1_ Q 11 CC 301-011 FOUNDATION SCALE: 1/4 = 1'-0' ELEVATION S NOTE: A/C LINES FROM UNIT TO CONDENSER t0 BE R1N UNDEf2NEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S /Des'iLyfn Groul finc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDrv. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FOUNDATION PLAN ARCHrTECT: STATE OF FLORIDA DA E: 5/17/18 SC :1/4"=1'-0" SKEET 5 OF 9 li) IS RESAR VERTICALLY W/ COIVC. TEXTURED CCMENTIOUS COATING TEXTURED CEMENTIOUB COATING CELL RED (1) ■b RESAR VERTICALLY W/ PERlA6TM G92i)(tYPJ POUPER !ASTM G926)lTYPJ R-13 MbULATION MM. R-41 MSUL. MIN CONG, POURED CELL R-13 INSULATION MIN. (I) 4b PROM VERTICALLY W/ GONG, TEXTURED CEMENTIOUG COATING (1) to REBAR VERTICALLY tW CONC POURED CELL STUDS 16' Or- MAX PER (ASTM C826) (TYP.) -4.INSULATION POURED CELL lU �b REOAR VERTICALLY 8TUp8 I6' O.C.OG MAX TE)c11JIeED CEhENTI0U6 COATING Z S' C"Ll W1 CONC. POURED CELL PER (ASTM CW6) (TYP.) R-4.1 M6UL. MM. In' GYP. W.. W. R-4.1 MbUL. MM. 1n' GYP. WL. BD. F L TEXTURED CEMENTIOU6 COATING WOOD BASE Q In' GYP. W.. BD. TEXTURED CEMENTIOUS COATING R-4.1 INSIJL. MM WOOD SASE -Qi S' CMU PER (ASTM 6826) (TYPJ SECURE SCUPS TO STM PLATE W/ �, WOOF SASE PER !ASTM C82i) (TYPJ z TEXTURED CEMENTIOUS COATING in, GYP u, W. 81M11•SON SP-4 • 32' OCG. MAX PER (ASTM C826) (TYPJ SECURE STUDS TO STM- PLATE W/ Q W CMU w , 3'_m' 6' CMU w 6, Cm W SI0MI 6P-4 • 32 OC. MAX • WOOD SASE CURE BT. PLATE TO ELIC W/ x8 ,p SECURE ST. PLATE t0 SLK W/ x9 w In' GYP. LLL. DP. ANCHOR BOLT W/ 2' WASHER SET M w W In' GYP. WL. BD. �., In' GYP. ILL. BD. ANCHOR DOLT W/ 2' WASHER SET IN � J WOOD SASE SIMPSON THIGH STRENGTH EPDXY 6' n R WOOD BAN ��__ WOOD SASE L � SIMPSON HIGH STRENGTH EPDXY b' O p EMBED. MIN • 32' OG MAX j °j p �"- `� YY 9 r rF- F-. O EMBED. MIN. • 32 OC MAX. O °; REBAR 6'-®' OG WHEN •3 REBAR 6'-FD' O,G WHEN FOOTER r r O e FOOTER HEIGHT EXCEEDS 24' HEIGHT EXCEEDS 24' ASV. GRADE (QCp ASV. GRd=PE z Q 9 3 L/2' GONC REMF. W/ b'xi' WAxWIA z 9 4 3 In' CONG, RS". W/ 6'xb' a° ' ° o a °° ONbE-MIL POLY ETHYLENE WLR OR FIBERMESH ON 6-MIL POLY Z L )= n i4 3 in' C24C. MINE. W/ Wxb' iA a CONE.. REMF. W/ 6'xi' 4 ETHYLENE VAPOR BARRIER ON 3 1n' CONC, REMF. W/ 6'x6' tq ° . 3 In' CONC, REMF. W/ 6'xb' iA ° 3 In' CONC, REMF. W/ 6'x6' 4 MAX. SLOPE ° ° . X MAX. SLOPE ° ,, . VAPOR BARRIER ON WAAIAA WW' OR FIBERME6H ON = WAxWIA WW° OR FIBERME614 ON xx �� WELL-COMPACTED CLEAN 7ERPTIT E ULU4xUdA WWF OR FIDERME6H ON WIAA" WWF OR FISERMESH ON WL4xWA LLUF OR FlDERMESN ON Q 1r ° n' WELL-COMPACTED CLEAN °y 6-MIL POLY ETHYLENE VAPOR , ° ' 6-MIL POLY ETHYLENE VAPOR Q TREATED FILL °'• 6-MIL POLY ETHYLENE VAPOR ° • . ° ° b-MIL POLY ETHYLENE VAPOR • .. • . 6-MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL-COMPACTED BARRIER ON WELL-COMIPACTED ° (1) 8 RE0AR CONTINUOUS WHEN - ° DARRIER ON WELL-COMIPACTED BARRIER ON ' ° BARRIER ON _ ° TERMITE TREATED FILL CLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL @ I— FOOTER HEK�FHT EXCEEDS 3®' ASV. 3 In' cONc. SLAB CLEAN TERMITE TREATED FILL WELL-COMPACTED CLEAN LLELL-GOMI'AGTEP CLE N 9 - (U �b RESAR z v �aa I 1=1 I GRADE OR PAVERS PER z WE TERMITE TREATED FILL TERMITE TREATED FILL _- III—III '' CONTMucuS WHEN > 4' 8' 4' ?--i —1 L= > 4' S' 4' 41 6= 6' 4= 4' 6' 6' 4'-_I I=l_ n tl FOOTER HEIGHT4''4'(2) GS REBAR ON CHAIRS DLCS SPECK '^ tU: (3) 46 PL45M ON CHAIRS M Uu (3) o6 REBAR ON CHAIRS EXCEEDS 30' ASV. (2) h! 1lESAR ON CHAIRS ins 1 -4, l2) REDAR ON CHAIRS 4' 8' 4' 3' MIN COVER s l2) Gb REDAR ON CHAIRS z GRAPE it I'-4' its 4' 6' . [4v1 MM. COVERON CHAIRS 1'-S' 1—STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING 1 W/ BLOCK WALL lA W FRAME WALL_ 18 W/ BLOCK WALL 1C STEP—UP 1—STORY 2 W BLOCK WALL 2 W FRAME WALL 2B W BLOCK WALL POUR WALL SOLID FOR (1) IS REBAR • 16' O.C. MAX, M MAX 3 In' CONIC, SLAB OR ENTIRE LENGTH OF OPEN TO CONC, POURED CELL (VERIFY PAVERS PER OLDS SPECS ABOVE CONDITION. PER PLAN) 3 In' CONE'. RE". W/ STUN ' OG B O.G FEINFORGE PER FLAN COLUMN /POST 3 I/2' CONC, REMF. W/ 6'x6' FIDE 5614 O WWF IL b In' •HEAD OF GARAGE 5 ln' •HEAD Or GARAGE (l) G6 REBAR VERTICALLY R-4J M6UL. MM PER PLAN. WAxWA WWF OR FIDERMESH fIBERMESH ON 6-MIL VARIES WITH SLOPE VARIES WITH SLOPE W/ CONIC. POURED CELL TEXTURED CEMENTIOUS w ON 6-MIL POLY ETHYLENE POLY ETHYLENE VAPOR 6=6 16' Oa. MAX SECURE R-4.1 INSUL MM .n COATING PER IAGtM G82b) 0 VAPOR BARRIER ON BARRIER ON b i/2' • HEAD OF GARAGE W/ BANCHOR DOLT W/ 2' W/ SANCFIOR BOLT W 2� J �U„_COMIP,A,CTED S in • HEAD OF GARAGE VARIES WITH SLOPE (TYPJ WELL-COMPACTED CLEAN WASHER SET M SIMPSON HIGH au WASHER SET M SIMPSON HIGH GOA PPER (Aa6'tM C*W& n N S' CMJ TERMITE TREATED FILL CLEAN TERMITE VARIES WITH SLOPE PLATE TO EPDXY (TYP.) J g O TREATED FILL W/; IST. BOLT W/ 22'' MIN. 32'HOG AX.i' EMBED. LL MIN. 0 32H� fib' EMBED. SECURE ST. PLATE TO SLAB Q = In' GYP. LLL. BD. r UL/ �'x8' AWC.FIOR BOLT W/ 2' WASTER SET M 61MP60N 6' CMU 3 p _W WA6NER SET M 81MPSON HKGN Lu _ 7n z HIGH STRENGTH 32' OG MAX w in GYP. UX.. DD. m n WOOD B2 80' !MIN. �_{ ° / / / / / / / 4 STRENGTH EPDXY 6' 0 P. ul ° ° Q To /\ /\ /\ /\ \ / 3 102'Carl, RENT'. UV Nab• -Wd, j r+ MIN. • 32' OG AX Q WOOD RASE O IN SLAB) Q\'\ n °/\\/\\/\\/\\/\\/\\ z Q r . > /\//\//\//\//\//\ WL4kIAA WJF OR FBER'E6N ON 3 1/2' CON('... REMF. UJ/ i'xb' w 3 In CONC, REMF. W/ b'xb z /\\/\\/ i bH° POLY ETFR LOE VAPOR ° . d ° WIAxW,4 WWF OR FIOERMESH 4 WAxW 4 WWF OR FIDERME6N W BARTER ON ° .. > Q ° ON 6-MIL POLY ETHYLJ�E Q ° ° ON b-MIL POLY ETHYLENE n au d \ °m. \\ \\ q1�L-C"AGTED CLEAN • " .. V' VAPOR 8660 RJER ON P 2= ° //WOOI(///// Q Tdi'l1fE iITED HILI. ° 3 In' CONG, FEW. W/ 6'x6' L VAPOR BARRIER ON >_ ? • T4 M1.24'�N bLAD • > w , • °• �' 3 In' CONC, REINF. W/ 6'x6' 9 m WELL-COMPACTED CLEAN 9 >(0 a TERMITE TREWELL-COMPATED FILL LEAN 3 IR CON..r FEW. IIP Ni io - IK \ ° 4 z WW WA WLF OR FIDERMESH ON Q ° °. ° TERMITE TREATED FILL Q ° . MAXIM EF OR fHpERMFlIH = z (y �\/\ o 6-MIL POLY ETHYLENE VAPOR ° °• ° n ON 6HMp. POLY ETNYL@E �+ • ° • . Q _W Q ° j SARRiER ON WELL-COMPACTED z LK 6-MIL APOLY ETHYLENE VAPOR (2) •b REBAR ON CHAIRS m ° (3) 45 RESAR ON CHAIRS YAfOR DAI�1lElt ON IK SEE FOUNDATION 9 RESAR ON >. '^ U 4' 8' 4' 4' CLEAN TERMITE TREATED PILL ]= BARRIER ON WELL-COMPACTED �� °* ° 4• c1'I� RsNFORCED v Q M PLAN FOR CHAIRS 4' 4' 61 Iq ° A. I'-4' ;,� 4' 6' 6' 4' 4 CLEAN TERMITE TREATED FILL ° t IM L-C"ACT!'A C.EAN > (SEE Q (2) rb REBAR ON CHAIRS ° INCA AIG MD FILL FEER'EdEH AT A RAZE OF FOOTER SIZE FOUNDATION m (2) Gb REBAR I'-e' W, Z Ir _ Mme.MRCUM YARD ON 6' 6' 6' 6' � CHAdR6 z 4' 8' 4' 4' 4' 6' 6' 4' 4' 4' 66, [4'�!ON 1& 11MAR "` Z _m. b LEhIYLOE VAPOR A PLAN) i (K 4' S' 4' (3) Ob REISAR ON CHAIRS E (3) �6 REBAR WElLI'AGTED CLEAN FILL ON CHAIRS (DORAL) 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 NON—BEARING 1—STORY L.B.W. 2—STORY L.B.W. 1—STORY L.B.W. 2—STORY L.B.W. 3 : . -® 4 4 5 , ..® - POUR WALL SOLID FOR (1) Gb REBAR (1) � REDAR VERTICALLY W/ ENTI S LEWH OF gON. TO , Lu CONC. POURED CELL !I) Nb POURED • B O.C. MAX, M z Cl - � VERTICALLY W/ CONC, REINFORCE PER PLAN. MIR MAN) uLL (VERIFY v > °. A 4 GONG, NEW. W/ b'xb' POURED CELL (I) �b REBAR GOATEX TING R TTM 6826) - WAWlU WWF OR FIDERMESH ON i S' CMU VERTICALLY W/ (TYP.) -MIL POLY ETHYLENE VAPOR ? S C" u 0. SS _ BARRIER ON L L w X t.ONC. POURED CELL Q g, CMU POOR 3 In' CONG, REINF. W/ i'x6' n �.° WELL-COMPACTED GLEAN . Q W __ J a E L A J h v I'-0' WIAxWA WIF OR FISERMESH ON ' n" - J Q 2 Q S CMJ E m TERMITE TREATED FILL ;, r J it J L r CUBS WEIGHT VARIES s 4, 6-MIL POLY ETHYLENE VAPOR O CURB HEIGHT VARIES CUPS VARIES HEIGHT M - 2'-O'(MIN. BARRIER ON LLELL-t.AIMPACTEP h (2) Ob RESAR ON CHAIRS CURB HEIGHT PARIES co S'CLEAN 10111 ' d IN SLAB) rt= ° a ° l 96 REBAR: ON CHAIRS FILL Lu 4' S' 4' n 3 ln' CONC, REMF. W/ b'x6' Q W ,_.:.� .._. �, E WAxWIA U F OR P1BERrEaH ON 8 THICKEN EDGEdC Q Q+ FO n p_m= 6-MIL POLY ETHYLENE VAPOR _ x,•1,,0, =E > 'a > ° z Pam 4S' LONG Us, wm BARRIER ON WELL-COMPACTED Ln' GorlG, RE". W b'xi' n ; 3 1n' GONG, REII'F. v b'xi' > ° • 24' 04 Mk 24' N ELAp CLEAN TERMITE TREATED FILL 1—STORY FOOTING WAxWlA WJF OR PIBERMESH ° . WAxWIA WWF OR PIDERME6H cp 3 1/2' CONE'. MEW. W/ b'xb' ON 6-MIL POLY ETHYLENE ° • . '• _ ON 6-MIL POLY ETHYLENE = WAxWA WUF OR FIBERMESH - L, • ;. , .. 4' CCN..„ RENICROED uv (1) 45 REBAR ON CHAIRS AT FRONT PORCHES VAPOR BARRIER ON VAPOR BARRIER ON a . ,.• . ON 6-MIL POLY ETHYLENE 1'IDBr' 04 AT A RATE OF.* _ - WELL-CCMIPACTEp GLEAN ° WELL-COMPACTED CLEAN VAPOR BARRIER ON bL MR CW YAW ON z E 4' S' 4' TERMITE TREATED FILL Z a' 14-16- 6- 4' TERMITE TREATED EIEC I14Y WELL-COMPAt:TED CLEAN 6-ML POLY ffRy m VAPOR i ;n z 4' 6' 6' 4' TERMITE TREATED EIEC 6' e' 6' 6' DARQER ON s I'-4'A _4. (2) �b REBAR �'+ s I'-S' (3) Gb RESAR ON CHAIRS ^,.(,pMGACM C PjW pu OPT. SECURE ST. PLATE t0 en "� U I'-B' (3)'b RESAR ON CHAIRS 2'-m' MORA-CARE) SECURE 8TUD8 BLK W/ J"' ANCHOR ON CHAIRS (3) 65 REBAR SCREEN ENCLOSURE TO BTM. PLATE DOLT W/ 2' WASHER SET M ON CHAIRS GARAGE DOOR FOOTING ATTAC 41ENT AS PER W/ 6MP60N 6P-4 SIMPSON HIGH STRENGTH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING 7 Wol'_a MANUFACTURERS • 32' Ori. MAX EPDXY 6' EMBED• MIN. • 1—STORY FOOTING 6 A AT GARAGE 6 B GARAGE BLK. WALL @_jjgaaAR AGE SPECS. 32 OC MAX. _ • - . -a� (�'-fa• FIN fLR 3 1n' CONC, 10 INP. W/ 6'x6' WAxWA WUF OR 65CUM Bt. PLATE TO FIDERME6H ON 6-MIL �' ANc�Iole Z POLY ETHYLENE VAPOR IR ON SECURE BT. PLATE TO DOLT LLI/ 2' WASHER GET IN TREATED FILL OLK W/ (1)10d MASONRY SIMPSON HIGH 6TRENGT. PAVERS , 16' m 4' S' 4' LL� IECOMPAGTED CLEAN NAILS • 32 Or. (MAX) EPDXY b EMBED. MIN z I Gb CONT. 1'-0' 32' OG MAX (2) 9 REDAR ON CHAIRS POURED LINTEL CONT. (TYP.) $' CMJ FILLED CELL (TYP.) 1 (1) G6 REBAR SET M SIMPSON HIGH T 1—STORY FOOTING ° :!e z `� STRENGTH EPDXY 6' EMOED.MIN. RENCL�FQ OTING 2X MGPAVER„,�LAT L.B. • < ° (3VXS' ANCHOR BOLTS or (3)1'Xb' 9 ' • 3 In' GONG, REINF. lW - °: • ..: • J-5OLT6 MM. 6' EMBEDMENT W/ 2'X2'XVD' ' 6'x6' WAxWIA WWF OR 3 In C24M, RE W. W/ WASHER AND NUT 6PACED EVENLY FROM FIBIE"6H ON 6-MIL 6'xb' WIAxWIA WWF OR FLOOR TO BOND BEAM. SET IN JOINTS F POLY ETHYLENE VAPOR FIDERME6H ON 6-MIL 3 In' CONC. REMF. W/ b'xb' o PRIOR t0 FILLING !SLEEVED ANCHOR IN `n s 4' 8' 4' BARRIER ON POLY ETHYLENE VAPOR ° ° WIAxWA WWF OR FIOERMESH ON m'-®' FM fLR WELL-a:OMPACIED CLEAN in SOLID F'OLIR ACCEPTABLE RETROFIT) a ° 4' 1'-0' 4' BARRIER ON 6-MIL POLY ETHYLENE VAPOR TERMITE TREATED FILL WELL-COMPACTED CLEAN °� BARRIER ON WELL-COMPACTED ° 4 (2) 4b REBAR ON 04AIR6 I'-S' TERMITE TREATED FILL GLEAN TERMITE TREATED FILL a d ° ° 0ISou7EP BOND BEAM (3) Gb REBAR ON CHAIRS TYP. RETROFIT FOR VARIES PM FLEV. 1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO ° TIE VERTICAL REBAR � — K WALL CONNECTION OMITTED DOWELS TO HORIZATIONAL TIE VERTICAL RESAR AT L. B. W. W NO UPLIFT (� AT L.B.W. BLOC 9 6..ALE: 1/1'•1'-O' cJ B 6CAL6 V!'•I'-O' 1 � SCALE, in'•I,_®• A : 1n • _® � o REBAR IW 1® HOOK )_ _- TO HORI7ATIONAL U b' PVC CHASE THRU FOOTING GROUTED DONP pEAM a.. REBAR W/ 10' HOOK VARIES PER ELEV. - ° VARIES PER ELEV. I-STORY - S' VARIES 8' (2) AIS PIMAR ON CHAIRS CAULK AND SEAL 2-STORY ° ° 3' 3' (3) Ob REBAR ON CHAIRS - ¢ - ___ GROUTED BOND BENT 4 n (2) 45 REOAR • i-STORI' - - - - - - ` ° °' (3) Gb REBAR 2 STORY ; a ° ° n OUTSIDE RESAR TO DE 11) rb WISAR VERTICALLY W/ GONG _. _ ._......._ ----_..____ -- — d GAS LINE ° ° ° ° \\�\� CONTINUOUS R-4POURED CELL I . ° i �' PVC SLEEVE FOR GA6 LINE __ --. - - -- //\// j N/ ° -- - 9 6,1 I/2' GYP WL BD (1) *5 -CONT. ° WOOD CAGE s 2'-1' MIN. LAP E IL In DRYWALL Q au 3 I/2' CONIC, REINF. W/ b'xb' lo SHOWER RECESS FOOTER J i-M�IL�POLY EUALF ST FIBERHLV P� Q CLEANOUT REQUIRED a ° ° ° °.. CLEANOUT REQUIRED 6a;A.E= I'•I'.o' WOOD B� B REBAR ■ LAP AT FOOTING O CB.LEEAN TREI�IUS I �_ TREATED FILL _. POR INSPECTION _ __ ° TOR M6PEGTION Z z . F 4 P RECESS FOR 4' 4 ° ° N SCD. TRACK K 4 4 ° n 6' PVL^ CHASE THIN FOOTING ° &-®' FIN. FLR. m'-®' FM. FLR. fMISH FLOOR ° ° TIE VERTICAL REDAR s TIE VERTICAL ibEDAR ° a a TO HORIZATIONAL ° n ° TO HORIZATIONAL Lu�n 4 !] (1) 4b VERT. DOWEL ° REBAR W/ 1m' HOOK REBAR W/ IO' HOOK LAPPED W/ BOND BEAM a ` n.' (1) Ob REBAR AT CORNERS I-STORY 4' S' 4' (2) Ob REBAR ON CHAIRS F--1 W/ 26' LAP MIN. 2'STOR1' ° , ° (3) 66 RESAR ON CHAIRS HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP REINFORCING BEARING CHANGE SLAB AT S. G. D. G GAS LINE THRU BLOCK AT LINTEL CORNERS D W BLOCK■ WALL E _ • -� F . • - 11 SCALE, I'•I'-o' C A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PACE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DATJL% 5/17/18 SCJUX: 1/4$$=1'-0” SHEET 5 Aop- 9 \00000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PACE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DATJL% 5/17/18 SCJUX: 1/4$$=1'-0” SHEET 5 Aop- 9 ■ NEI IN■ ■ ■• ■■ ■ ' 25'-0" ■ N ■ • ■ c0 N � ■ lIl N ■ N i Ql N ■ N m 8 ■ � ■ cs� ■ � m ■ 0 �p �t ■ ■ m ■ ■ do ■ �t m ■ ■■ 1'-4° ■ ■ m H4- 7 DOWEL P'LAN- SCALE: 1/4 = 1'-0' ELEVATION 5 A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9UBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 'qel� : 5/17/18 SALE: 1/4"=1'-0" SHEET 5BOF 9 - - - - - - - - _ - II II LANAI I I g''4' �• I I II II I I II II II II -_-- 6080 SGD (2) 25 -SH I N L -3A L DINETTE I N9'-4' G.G. I I I I I GREAT ROOM �. �X 1.`�i I I II I I I II 01 b O I O I I KITCHEN __ -_. - I 9r -4e w I I I I L_ I7- / E- I I I I STU Y {- S'4'C44 l FOYER _ - 9'-4' G.G. MR. _.. 8'4' C.G. L-2 I I _ I ENTRY L -2B 15'-0' CLC. I 2 CAR GARAGE 9' -4'C -G. -------__ _. L -2A SCALE: 1/4 a 1'-0' ELEVATION 8 GENERAL NOTES: I. CODES L1, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606 .2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 1901.2 4 2101. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2.CONCRETE: 2-I, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 P51 2.1.2. PRE -CAST W/PRE5TRE5S REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8" TO IP SLUMP. 22. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 45TM A615 (GRADE 40). 23. PRE-STRE55ED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. 2,5, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08- 3.2. MINIMUM MASONRY UNIT STRENGTH: PM 1500 P51. 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 5' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 SAFE WORKING LA iFF 8" LINTEL SAFE LATERAL LOADS (PLF) Total L"th Typ• 8'X8' PLAN SOLID 2'-10' Recast 1998 3564 3'-6' Recast 1168 2318 4'-0' Recast 844 1614 4'-6' 4-B' Recast Recast 638 586 1266 1163 1355 1105 8/16 -5 -(1)11/(0)- Proust 666 E4, Recast 543 6'-4' Proust 634 1364 6'-6' Precast 612 12M %4 181 _ ._.664._._. Precast $18 1211 1'-6' Proust 446 938 T•8' Precast 425 894 8'-0' Precast 381 814 �- 81-41 Precast- ---��- 354 145 T-4' Proust 211 563 10'41 Precast 192 453 II' -4' 12'-0' 12'-6 Precast Precast Precast 198 164 143 620 549 504 404 13'-4 Procrit 116 14'-0' Precast 99 391 14-8' Prestressed NA 341 6'-4' Prestressed NA 302 M'-4' 19'-4' Prestressed Prestressed NA. NA 213 116 159 20'-0' Prestressed NA 11'-4' Prestressed NA. 131 22'•4' Prestressed NA. 120 24'-0' PrestressedNA. 2165 93 NR • Not Recommended IAHLF No. 11 Al. LOADS (PI_F) x 8" LIN 1ELS LINTEL SAFE LATERAL LOADS LENGTH Total Length Type V DOOR HEADER PLAIN W DOOR HEADER 50LID 8136-5-0x.1KOL 3'-8' Recast 1112 2011 RECESSED 4'-0' _ Recast Recast 950 861 1611 - L 2B 4-2' 4'-4' Recast _. _ _ 185 71521 1386 8/16 -5 -(1)11/(0)- 4'•8' Recast 659 1165 •f•• (1) CONTINUOUS L-4 Precast 650 Illi L-5 _5'-8' Recast Recast -_-Roust 504 411 356'.._.__ %4 181 _ ._.664._._. 1'-8' T.O. _. V-8. .__,.. (71ED OR WELDED) LOTT1 S lr,�" CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE Sl -4' BRG. HT. COMMENTS L -i Il' -4' 8136-5-0x.1KOL PRESTRESSED L-2 4'-8' 8/14-S-(1x1/(V)L RECESSED L -2A 8'-4' 8/8-S-(I)U/(ix. s•, • ; INFlWELTD) - L 2B I 6 -8 8/B-S-(Ix.l/(1 A- ' •' : : TOP BARS L -3 4'-6' 8/16 -5 -(1)11/(0)- « .� SEE SCHEDULE L -3A 4'-6' 8/16-64DUKO)L •f•• (1) CONTINUOUS L-4 i'-8' 8/16-5-(lxa/(1K _ •. L-5 1'-6' 8/16-S-(1)U(1)L j/32" STIRRUPS AT 4'-0" cc L -5A 1'-8' 8/16-s-11x1/(iX (71ED OR WELDED) L-6 4'-6" 8/16-5-(1x11/Cox_ tI� BOTTOM BAR EXTERIOR MASONRY WALL ERGs. HEIGHTS 8'-8' m-rrrrm�� V-4' 5%. LOAD BRCS. WALL NON -BRC. WALL Am NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL [8/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 1) #5 CONTINUOUS (1) #5 CONTINUOUS ......... .... - 1AB,LE-.ND,, 2. -- TABLL N�...1 A0 313- 8"X18" KNOCKOUT BLOCK 3 8'X16" KNOCKOUT BLOCKNOO r PLACED ^� ED LOAD CAPACITIES s•, • ; INFlWELTD) f• PLAC--3000 IN FIELD) SAFE WORKING LOADS (PLF) SAIF ' •' : : TOP BARS ,- ' : : TOP BARS: r (PLF) « .� SEE SCHEDULE « •� SEE SCHEDULE RFINFORCING SCHEDULE & LOAD CAPACITIES 8" X •f•• (1) CONTINUOUS I • I (1) #5 CONTINUOUS411. LINTELS �VcO _ •. •- • - f' LNTEL TYPE LINTEL j/32" STIRRUPS AT 4'-0" cc /32" STIRRUPS AT 4'-0- cc ' CLEAR rola (71ED OR WELDED) (TIED OR WELDED)Ago j GRAVITY r tI� BOTTOM BAR BOTTOM BARS LENGTH SPAN SEE SCHEDULE (PRECAST) SEE SCHEDULE CAPACITY GRAVITY (2) STRANDS 7/16"-••- ' 7 WARE STRESS RELIEVED IIN. MIN. MIN. MIN, 270k61 PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED NR -NOT RECOMMENDED 5/17/18 ......... .... - 1AB,LE-.ND,, 2. -- TABLL N�...1 REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES 'r •g• 4A '� SAFE WORKING LOADS (PLF) SAIF SAFE WORKING LOADS (PLF) .4.f 8" X 28" COMPOSITE LINILLS RFINFORCING SCHEDULE & LOAD CAPACITIES 8" X 8" X 16" COMPOSITE LINTELS LINTELS LINTELS 8" x 8" L.INIELS CLEAR LNTEL TYPE LINTEL STEEL LNTEL CLEAR LNTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY -"`------------'- CAPACITY GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY (IAL (1)% (IAL (2)% (IAL (2)m3U BOTTOM BAR TOP BAR CAPACITY (IAL (0)511 (IAL (1750 IAL WSU (IAL (2)5U 1'-10' I'•6' PRECAST 1217 (7)7 4245 1809 ...- 1809 -- - - 8529 --- 10000 3'•6' 2'-2' PRECAST 1217 (2)7 2415 3831 3831 4815 4815 4'-0' 2--b- PR€GA5T (2).2 (2).2 1183 2111 2111 3386 _ 3386 4'-6' 3'-7' PRECAST (2).2 (2).2 _ _ _ 1343 2165 1165 2608 2608 4'-8' 3.4' PRECAST (2).2 (2).2 1232 2011 2011 7421 2471 5'-4' 4.0' PRECAST_ (2) 3 (2) 7 _ - 1006 1651 1651 1810 Jul V-10' 4-b' PRECAST (2)3 (2)7 _ _ 860 1423 1423 1410 1609 6'-4' 5'-0' PWCABT- (2')--4 (2)7 140 1283 1283 1216 1405 6--6. 5-4' C46T (2)-4 (2)7 110_ 1232 _._ 02 1145 1348 6'•8' III MCAT (2)-4 (2)7 607 1184 1184 12191 1195 Iw 6'•Z' PRECAST- (2)!4 (z)$2 510 991 991 815 1082 T-8' 6'-4' PRECAST _. (2) 04 (7) 7 - 551 959 559 184 1041 B'•0' 6'-8' _PRECAST f2)..4 l2) 7 _ 516 902 _ __..907.... 112, 984 8'-4' T-0' PRECAST (2) 4 .., . (2)'2 480 851 851640 - ...__ _ -499 _ 921 9 4 B'•0' PRECAST 12174 -(2)7 416 life 126 _ 190 10' 6 9 2' PFECA5T (2) -4 (2) -2 354 616 b18 380 613 11'-4 10'-V' PRECAST (2) 5 (2) 3 315 5bl 561 311 601_ ll3 1129 PRECAST (2)5 (2)-3 292 525 525 211 561 7-6' II' -2' PRECAST (2) 15 (2) 3 211 498 490 251 512 13'-4' 111-0' PRECAST (2).5 (2) 3 255 458 450 714 447 14'-0' 12'-8' PRECAST (2) 5 (2) 3 239 430 430 190 395 14'4 13'-4' PRESTRESSED (2)#4 (2) 7 NR, 415 418 230 446 15'-4' 14-0' PRESTRESSED (2)4 (7)7 N.R. 319 319 210 401 Il' -4' Ib -0' I PRESTRESSED 1 (2)-4 1 (2)7 NR 285 288 163 311 1'-4' Is' -0' PRESTRESSED (2)S (2)S N.R. 224 224 131 254 7'•4' 18'-8' PRESTRESSED (2)-5 (2).3 N.R. 201 201 121 231 20'-0' 10'•0' PR-cBTRESBED (2)5 (273 NR Ill Ill 101 708 12'•0' 101•8' PRESTRESSED (2)5 (2)3 NA 164 164 100_ 195 24'-0' 11'•8' MOTRE86ED (215 (113 NLP 131 132 --84 163 NR -NOT RECOMMENDED fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 1AB,LE-.ND,, 2. 3 REINFORCING SCHFDULE & LOAD CAPACITIES LOAD CAPACITIES 'r •g• 4A '� SAFE WORKING LOADS (PLF) SAIF SAFE WORKING LOADS (PLF) .4.f 8" X 28" COMPOSITE LINILLS RFINFORCING SCHEDULE & LOAD CAPACITIES 8" X 8" X 16" COMPOSITE LINTELS LINTELS LINTELS LINTEL TYPE LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN LENGTH BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY _T_ _10 BOTTOM BAR TOP BAR (0)5L (1)5U Onl. (17511 (IAL (1)% (IAL (2)% (IAL (2)m3U (1751. ()5U FRECA5T - 7271'1_-- - 2) 7 J-(2)7 10000 loom 3'•b' 2'-2' PRECAST (2)7 (2) 7 5931 _-.10000 1000010000 10000 10006 41•0' 21•8' PRECAST (2) -2 (2) 7 4261 5139. - - 10000 4'-6' 3'-2 PRECAST (2).2 (2) 02 _ 3211 _10000_-. 9161 - 6592 -_... 10000 4'-8' 3'-4' _._ PRECAST _ _- (2).2 _ (2) 02 2944 6414 6049 10000 5'4' { 0 PRECAST (2) 3-, -- .__.._ --(2) 3 - 4813 6431 4421 _,. _ 1041 5'-10' 4 -b' PRECAST (2) 3 -, (7) 7 _. 3923 _6431 5015 3600 54 V-4' 5'•0' PRECAST (2) 04 (2).2 4115 4115 1982 -430 411- 6'-6' 5'-2' PRECA6T (1)-4 _ (2)7 3934 3934 2810 461 6 8' 5'-4' PRECAST (2)-4 (2) -2 3119 _- 31197031- .__3441 _ _-_- 3919- ., -6' _ V-2' PRECAST (2) 04 (27 7 _ 2911 7911_3060 2636 4509 `I'-6' _ 6'-4' PRECA6T (7) 4 eV -2 21% 21_% 1932 --.1354 4262 _ 8' -1.6 _ 3085 PRECAST -4 (2) 02 2581 2581 ......_._2102 3889 8'4 ,'-8' -0' PREC45T .__(2)04 (2)'4 (2).2 23% 2356 1600 2506 W-4- - _8'0 - F!REGA9t _ (2) 4 _.. ._.. (2) 7 I569 I969 1738 .._..2055 10'-6' V-2' I . PRECAST . (2) 4 (2) 7 1621_ 1621941 1233 _ 1655 11'-4. _ .._101.0_._..- _ PRECAST _ _.._(2)5 -_-_-� ( 3 1455 --- .._ ' 1455_ . .._�-.195.. 2009 12'-0' 10'•8' PRECAST (2).5 - (2).3 1335 „- 1335 691 1319 - - n'-6 II1•2' PRECAST (2)91151,...._ (2) 3 1661 1251 _ 634 1296 13'-4' .17.01 PRECAST n)-5 (2) 3 1144 1144545 ll3 1129 14'-e' 11'-0' PRECAST e2) -5 (2)3 _ 1101... 1399_ - _ 1323 - la'_6 .. 13'-4'_- _PREBTIXE88E.2. (2)04, e2) 02 _. 1419 .-.. ....10_6,6,_ -- 1419 457 902 15'-4' 14'•0' PRESTRESSED (2)'4 (2)7 1291 1291 411 023 11'.4 Ib •0 ___P STIFE89ED,,., ,(2)4 ..-____-(1)-2 (2) 4 993 993 _ 325 641_-.-_.. 19'-4 ,. 181-01 PRESTRESSED (2) 5 (2) 3 186 185 _ ._ 260 513 70'-0 18'•8 PRES'fIzE9SED . (2)5 (2),F3 129 129 143 - 419 21'-4 20',-0 _PRE8TRE68ED IS _. (2)-3 633 633 213 420 Z1'-0' 20'•8' -FRESTRE8SE2 MOTRE86ED� ,__(2) _ (2)5 (2)3 ?91.,_._.._.. .. 91 200 394 _ 24'•0' 22'-8' 1 PRa'E57RE5SED (2) 5 (2) 5 461 481 161 330 fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 TABLE NO. 3 REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES 'r •g• 4A '� SAFE WORKING LOADS (PLF) SAIF SAFE WORKING L_OAOS (PLF) (PLF) .4.f 8" X 28" COMPOSITE LINILLS RFINFORCING SCHEDULE & LOAD CAPACITIES 8" X 20" COMPOSITE LINTELS LINTELS LINTEL TYPE LINTEL STEEL GRAVITY LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH AN LENGTH BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY _T_ _10 BAR BAR (0)5L (D -SU (I)s5L (TAU (IAL (175.1 (IAL (2)m3U (1751. ()5U (1751. (2)-5U 2 -2' . (2).7 2) 7 J-(2)7 (2)1 0000 0000 3'-1'' 2'•2' PRECAST (2)7 (7)7 1646 10000 _ 10000 10000 4'-0' 2'4' PRECAST (2)7 (2)7 5503 10000 10000 '0000 4'-6' 3'-2. PRECAST Y-2' .., (2)02 4142 ..,_3198 10000 8541 10000 10000 a) -2 9011 4'-8' _ _(2)'2 (2)-2 __ (2)7 10000 1836 0000 5'-4' 4'-0' PRECAST - -- .__.._ --(2) 3 - (1) 7 6239 10000 5138 10000 5'-10' 4'4' PRECAST (2).3 (2) 7 5016 8109 4661 9744 5136 10000 11-1.5'-4- (2)-4 PRECAST (2)-4 (2)7 9101_. - ._.6_4..__9_-0' 5.2' TPRECAST PRECAST (2)-4 2)-2 .,_6157__. - ,..6157.. 6250 __ 6750 3645 _-10000 10000_. _.6,41 _.b'wb 6'-8 5.4' . _PRECAST -- __ (2)-4 17-1 n .. _ 5016 - - 5816 . .__3441 _8595 - bt24 _..- 1-6' 6I-21 PRECAST ,. !2) -4 .. _ 4312 4312 2636 4509 l' -B _4, 66'_ PRECAST (2)-4 4' 4099 4099 2508 4262 _ 8' -1.6 _ 3085 PRI(2) -4 (2) 02 3130 3130 2718 3889 _ 0. 5593 _ ._PRECAST -_.._ 3410_ 2018 3961 9'•4 8'-0' __,PRECAST3410 PRECAST _ (2)'4_^. -0' PRECAST 2134_ _- 1610_ .__2838 _... 1V-6' V-2' PRECAST (2) 4 (2) 72211 _ PRECAST 2211 1233 2189 II' -4' 10'-0' PRECAST _-(715_ (2)-3 I%4 1954 1031 2009 12'-0' 10'-8' PRECAST f2) 5 (213 1119 1119 910 1878 12'-6' II •1' PRECAST (2) 5 (2) 3 1661 1661 878 1101 13'-4' IT -O' PRECAST (2) 5 (2) 03 - feel 1501 ll3 1414 14'-0' 12_-8' PRECAST (2)5 (2) Ins 1399_ 636 _ 1323 - 14'-6'- 13.4' ---T PREBTRE88ED (7)-4 (2)7 1693 -1893-_ -� 561 ­ 1131•-._, 15'_4' 14'-0'- t PRa'E8 RE88ED (7) 4 f71 T _ 1124 1124 536 �s8 - IT -4' Ib -0' PRE6TI066ED -m4- (2) 4 1330 1330 411 824 19'-4' 16 -0' PRESTRESSED (2).5 _ (2) 3 1053 1053 334 839-__ Z0' 0 18 8' PRESTRESSED (2) 5 (2) 13 919 919._ 312_ 1219 _.21'-.4 _ - 20-0' _PRE8TRE68ED (215 20.0' 857 (2) 9..__... - 173. _ 540 ---� 22'•0 20'•8' Pl�6i_ 96ED (2)5 (7) „_.. _,_!f1 - _ 1ST_ _ -- _.-- 1131 11 l 74'•0 22-8' PFE�TRSSED �_(215 ....... _-. 659 659 215 475 fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 TAHI F No. 4 6 REINFORCING SCHEDULE & LOAD CAPACITIES AHI.F No. 10 'r •g• 4A '� SAFE WORKING LOADS (PLF) SAIF WORKING LOADS (PLF) .4.f 8" X 28" COMPOSITE LINILLS RFINFORCING SCHEDULE & LOAD CAPACITIES 8 X 8" X 24" COMPOSITE LINTELS LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN --.- CAPACITY ----- -- -- CAPACITY CAPACITY CAPACITY CAPACITY _T_ _10 -6' PREC'. BOTTOM BAR TOP BAR (OnL (TALI (IAL (10% (1751. ()5U (1751. (2)-5U 2 -2' . ..PRECAST _ (2) 7 J-(2)7 (2)1 10000 10000 TZ'D®0 .. --70000 3'-6' T-2' PRECAST (2).2 (2).2 _ . _.-,- 9361 10000--- -- 10000 10000 (217 T -s' PRECAST (2) -2 (2)01 6139 _10000. 10000 10000 4'•6' Y-2' .., _.. PRECAIT _.._ _ . . (2),02 (2).2 5014 10000 10000 a) -2 9011 4'-8' 3'-4' PRECAST (2)7 ._ 1277 -(2)-2 4653 10000 9629 ,1000_0. _... 10000 - 6806 4'-0' PRECABT (2)-3 _,. _. ..1658 10000 1051 10000 5'-10' 4'-6' PIRECAST 1213_-- l7) 7_..._.....6231 __ _._.lom.. - -... (2) 7 I 00'"9 _ 10000 5136 10000 11-1.5'-4- 5.0'PRECAST PRECAST (2)-4 (2)7 9101_. 10eee 4754 9450 _ b'-6' - 5'•2' PRECA87 .._ ._...-PRECAST . , _ (7) 04 _ _ ._,2) (2) 7 8989 _-10000 10000_. „.- 8913 b -8' 5' 4 (2)7 1094 44 (2).2 8114 9481 _4481 4231_. . -8420.._ . _. _.6..._-_.(2)-4 _ 1891 3326 17-. (2 6235 6416_ 3242_-_ 6411 (2j .2 5864 4' PRECAST (2)-4 (2)2 5938 6024 _ 3085 -6163-_ 8e' _ '-8' b PRECAST (2)•4 (2)-2 _ 5361._ 5361.- 2803_ 5593 1801 11.11 0' -.. ._PRECAST -_.._ _. .__(2)-04,.._ 10000 .... 4831 4031 -_ ..---2551 1571.. PRECAST -0' PRECAST _,_.._.(2)7 (2)-4 (21 3126 3116 1982 _ ..5030_._.. 3858 10'-6' T-2' _ PRECAST ._ (Z)-4 (7)7 _- _ _77303 _ 2931...._.-._.- 2931-'-- - 1520 3025 II -4' 0•0' PRECAST !2) 9C .__.,.. .. .. 2553 2$53 1219 _ 2604 1 PRECAST _ PRECAST ._. _ _. _... (2) 5 ,!1)3 2305 2305 1123_.. 2291 12 6 II.1 PRECAST (2)5 . 1431 2147 _. 1077 2099--- 13 4 __ _ 11'-e __._ „_.-F�CABi (2) 05 _(2)3- !71'3 „_.2141 1926 1926 _ _MI - 1821 14 -0 12'-8' PRECAST (2)s (2).3 1118 Ills 787 - 1635 14.8' 13-4' PRESTRESSED (2)"4 �j),0� _..._- 2345 2345 653 _ 1183 V4 _ 14 -0' PRESTRESSED f21-4 (2).2 1136 _ 1136 596 IIl9 T.4' - Ib' -0' PRESTRESSED (2) 4 (2).2 1650 _ _ 1650 464 918 19 4' IB'• 0 PRESTT'XESSED (2) 5 (2) 13 1310 - 1310 ... all - _. - 135 PRESTRESSED 16•8' PRESTRESSED (2)5 (2)3 1219 341..._ 686 21.4' 20.0' PRESTRESSED (2) 9..__... (2)-31 2) 3_ 1062 -__1719_._ 1062 304 WORKING LOADS (PLF) 221-01 20--b- PREBTRESBED _. (2)5 !2)3 -... _--- 994____565 4 8" X 6" IINTFLS 22 B' 24 0'-_- . _2Z B PRESTRESSED _.__ (215 !1)3 824 8274 73�, _ 413E fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 TABLE No. 5 6 REINFORCING SCHEDULE & LOAD CAPACITIFS REINFORCING SCHFDLIL.E & LOAD CAPACITIES AHI.F No. 10 'r •g• 4A '� SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) .4.f 8" X 28" COMPOSITE LINILLS RFINFORCING SCHEDULE & LOAD CAPACITIES 8 X 52" COMPOSITE LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY --.. ......-._ .. _... CAPACITY CAPACITY CAPACITY CAPACITY ---- - --.- CAPACITY BOTTGTI BAR TOP BAR (0)51. (TAU TIAL (1750 TIAL (1750 0051- (2)51 _T_ _10 -6' PREC'. ' (Tf41-__---- - - (2) 7 100"9 0000 lowe om 31-6' 2 -2' . ..PRECAST _ (2) 7 (1 _._. . _.-. _ 100'00 10000 10000 10000 4'-0 24; PRECA6i (2) 12 (2).2 1916 10000 10000 10000 10000--- 4 0' PRECAST (217 (2) -2 6001 100"D 10000 10000 4'-B 3 -4' PRE CAST _ O f _ z 7 _ ) - 5509 .. 2 7 10000 10000 10000 5'-4 470'.1 PI�CAST (2).3 a) -2 9011 10000._ 6365..__ (2) 7 5'-10 4 •6' ._P - -- PRECAST (2) 3 - -._. (27!2- 1381 10000 - 6806 10000 6'•4 6.0' PfiEGABT _ /L 4 _A (1)-2 _.._. .. __ .5641_ PRECA5T 6'- 6 5 T - PRECAS T - s (Z) 4 __ _._.lom.. - -... (2) 7 I 00'"9 .100 ..• I 0000 _.., I 538 .10000._-_ 10000 11-1.5'-4- (2) 4 PRECAST (3)-4 (2)7 -- -6529 10eee 11.6. 1.6 6 •2' --- PRECAST (23-4 (2) 7 ---_1408 _ _ 10000.,.__6159- N � --����-10000-- 1'-8' b-4' PRECAST _ (2) 4 (2)7 1094 _ _ _9%1 Sibs 3662 -_ 1326- 8'-0' 6.8' PRECAST )-4, (2 _ (2)_2 6419 _ 1891 3326 I 0 1-4 l 0' PRECAST ,, ,____ (2)-4 (2j .2 5864 6933 3031 6091 10000_.......4349. e-0,_ PREC461T _ (7) 4 (2) -2 4561 5066 2355 4145 10'-b1 SI -21 _ _ PRECAST (2)-4 _ _ --_ (2).2 3526 3844 1801 3663 111.4 6194 10000 _ (7) 5 (Z) 3 3790 _-..._ 3790, 1571.. PRECAST 121.0' -P.0'.-..-___PRECAST 10 •B' PRECA8T_ - _. f 1)'S _ .. (i1_-�'_..._..__ ..� AM .... _ ... 2938 1336 .. _ ,3_,_-._ 2133 12'•6' II -Z'PRECAST (2) -2- ..... (2)-5 (2) 3 2118 __.. - 12112499 ll' -4' _ . _ _ - (2).5 (Z) 3 . 1416 -2118 , 2416 -.. 1049 _.- 2108._.. ..12:0',., 7.8' 1 PRECAST (2)5 (2)3 2216 3119 93.1 1941.--.. _14'_0' 14'-8' 13'-4' PRESTRESSED (2)!4 _ _. _.__.. ._-_2216_ ,......w'.7 2811 28'11 176 . 1431 15'4 µ-0'E FRE9TFE88ED (3)-4 (2)7 _. __.--7616 2616 663 1312 -4__ 16-0' PRESTRESSED (2)-4 f 2023 2073 _. - _. 516_,. - 1021 _IT 19'-4' IB -0' - .8-.21 ___SED,. (2)5._-_ __.. __. 1601 .- ... 1601 413 -.. , BI8 ..... ( IB -83_ M6TRESSED (2)5 _.(2).3 (2)3 1456 14% 385 163 _70'•0' (2), 2 �PI9TRJ99ED. _.._..._ (2)5 ---- (11.3...,..-. _....._.ice'?--- -__...105---- -- 338--- -----669_ n'-0' 20.8' PRESS6ED (2) - 1222 1222 311 29 18LL0' PRESTRESSED PREOTRESSED (2) 5 ._ (2) 3 1014 426 __..1055, ... 844 30'•0' 18.8' PRESTRESSED 1 (2)5 TABLL2D .J, _ .-,1013_ -, _ REINFORCING SCHEDULE & LOAD CAPACITIES __ 1413 1413 346 SAFE WORKING LOADS (PLF) _ PFESTRES6ED !7)5 (2).3 . .-.- 1 4 8" X 6" IINTFLS 22 B' PFFE67FE88ED .,, - !2) 5 LINTEL CLEAR LINTEL TYPE LINTEL STEEL IN GRAVITY GRAVITY UPLIF' UPLIFT LENGTH 5PAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0AL (IAU (IAL (TAU (IAL (I)SU (IAL (TAU 'T --F0--'7-6' PRECAST (Z -2 --- 7-35_. ... Y4'i---- -3141 4.413 _4413. _3'.&1 Z 2'._.. PRECAST !21?._ 1227 1513 1865 1865 2480 _ ._ 2480 4'-0' 2'•8' PRECAST ��f!j. .,._.,.__(7)_!1_-_ 1131 1425 _1425 1863 4'4' 3'-2' PRECAST ( 8191151-- 161- 1489_ 1489 4 -8 3'-4' PRECAST (2).2 (2).2 Sob 1081 1061 _ 13% 13% 5'•4 4 0 PRECAST 0 (L 659 930 930 1114 1114 _ _ - 809 -(2) 609 938 %b 6'4 51-01 PRECAST {2J.-4 7 494 141 - 141 715 852 6.415.7' PRECAST (214 _ ,...._ 416 lH _ -- ' ll9 -.. 730 820 b'4 5'-4'_ ._--. PRECAST .. - ---_72147 (2)-4 ?2Tzi-' 458 693 693 688 190 ._.__ gob.._ ...-. 8.._ ...... -._-_525.- ---661_,_.,,.. 1'-6 b-4'-. FREGA6T __ 8'-0 6 -8' PRECAST _...,._121-!4...-_.. __._,..(�) 7 353 536 536 452 609 V-4' 11.0' PRECAST._.-.,� �4 (1) Y��-- 334 501 501 411 516 9'-4 8'-0' PRECAST s (2).2 706 435 435 316 494 I"-6' 9'-2' PRECAST -4 (2) -2 745 _ 311 - _ 317 _ 239__ _ 423 II'•4 ...11-0.. 10'-0' PREGABT (2) (2)3 _ 218 _ 345 _ - 345 .__ 199 338 IV -S' PRECAST _-(2115_ ... ___ (7)3., __, -.. 707 287 762 113 215 17'-6'II'•7' -PRECAST .._...._._. (2).._.. -.. _........iIL9 190 743 743 151 338 13'•4 12.0' PRECAST (Z) 151 192 192 130 188 14'-0 - @'•8' PRECAST(7)5 126 160 61 109 _ 6i fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 TABLE No. 6 REINFORCING SCHFDLIL.E & LOAD CAPACITIES AHI.F No. 10 'r •g• 4A '� SAFE WORKING LOADS (PLF) .4.f 3�' RFINFORCING SCHEDULE & LOAD CAPACITIES 8 X 52" COMPOSITE LINTELS SAFE WORKING LOADS (PLF) LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN ---- - --.- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0751. (TAU (IAL (IAU (IAL (TAU (1)15L (2)5U LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 7) 10090 00em mmo --`-- - --' '- -'--'- GRAVITY CAPACITY BOTTOM BAR TOP BAR CA"ACITY (IAL (0) -SU CAPACITY (1051.IIAU CAPACITY (IAL (TAU CAPACITY (IAL (2AU 10000 10000 10000 10000--- 4 0' V-8' -PRECAST _ _ (2) 02 (1J 7 9213 10000 10000 10000 4'•6' 3 •Z' _ PRECAST (2)7 _..._.. (2)-2 6940 10000 .._..10000_..._ --10000 4(1 PRE CAST (2) 7 (2) 7 6364 0000 10000 10000 5'-4' 4'-0' PRECAST (2).3'. . (2) 7 10000 10000 5619 10000 5 10'- _ 4-6' PRECA5T (2)3 _ _ -- (1)'1 8543-_. .-- __,,..10000_-1816 10000.- - 6 -4' S 0' CAST (2) 4 (1) 7 --F2)7 I 0000 10000 -- -6529 10eee 11.6. 52' PRECAST (21-4 10000 10000.,.__6159- N � --����-10000-- b 8' 5 -4' PRECAST !2) -4 (2) 7 10000- 10000 5811 1000e 1 6'6 -2'._ _. _ (2) 7 8561 I 0 4455 8916._ __.... "..1. . _. PRECAST _.., (2) 4 _-_ (2).2 8112 10000_.......4349. 8491 B 0' 6'-B' PRE CAST _ l2) 4 -- (7) 7......__.., _ l4 36 10000 3853 1121 8 __ 4 .- 1 -0'. . PRECAST_ -(2)04 (2;7 6194 10000 1060 9.4' 87-46. ' PRECAST (7) V - (2) 7 5293 6983 _3516 2171 - - - - 5501 LL _ 10 -6' 9 Z' PRECAST 1314 (2) -2- ..... _ _- 40864240 ll' -4' _ 101 -01...._ -PRECAST_ _ _ - (2).5 (Z) 3 4331 4�3 M� - --_ __,--3593�� ..12:0',., 10 8', _„_ ,PRECAST.-_.. .. _ _„__ (2)5 ._.. 1213 3119 3119 1549 3110_ II.2' PRECAST ._ (2)-, -___ . .- 342 3412 1411 2899 13-4'_... 12'0._., ..__PRECAST _ .- !Z )5 1273 2998. 1216 _ .. 2516 14'-0' 12'-8' PRECAST _(215 (2)3 2131 _2998 1131 --------- 1088 -- -- 2260 14'-8_ -13.4'___ PREBTRESSE.D -_„(21s4 -_,_.- ( 3231 3231 149, _ 1514' 14'-0' PRESTRESSED (2)4_,_ (2), 2 2945 3948 683 1355 I7-4' 16'-0' PRESTRESSED ......(2)04.,_ (2) 7 2280 2280 532 19'-4' 18LL0' PRESTRESSED _ (715 (213 _ 1813 426 __..1055, ... 844 30'•0' 18.8' PRESTRESSED 1 (2)5 _ .-,1013_ -, _ __ 1413 1413 346 22''0'._ 20 8'_ _ PFESTRES6ED !7)5 (2).3 . .-.- 1 4 24'-0' 22 B' PFFE67FE88ED .,, - !2) 5 !1) 33 __._._3Bf0. .-_-___k0.-__ 1141 1141 214 ___S44._,._._ fAHLF- N_Q d - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14 COMPOSITE LINTEL S LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY I UPLIFT UPLIFT .ENGTH SPAN --- ----- CAPACITY CAPACITY CAPACITY CAPACITY -BOTTOM BAR TOP BAR (0)'51. (TAU (IAL (T)5U (IAL (TAU (IAL (2)% 9'-8' 1 V-4' 1 PRECAST I _?2144_....1. _.. 121.4[ _-.'.1 _--� 213 1 415 - 1.......415 5/17/18 8 ALE: 1/4"=1'-O" TA@LE -N4-9 OF 9 AHI.F No. 10 'r •g• 4A '� REINFORCING SCHEDULE & LOAD CAPACITIES .4.f 3�' RFINFORCING SCHEDULE & LOAD CAPACITIES 3�. SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLL) .. a�••• •�•� '•••4AP. 8" X 6" RECFSS DOOR HEADLR 8" X 14" RECESS DOOR HFADER LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LINTEL CLEAR LINTEL TYPE LINTEL STEEL "FILLED GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH SPAN ��; --`-- - --' '- -'--'- GRAVITY CAPACITY BOTTOM BAR TOP BAR CA"ACITY (IAL (0) -SU CAPACITY (1051.IIAU CAPACITY (IAL (TAU CAPACITY (IAL (2AU LENGTH SPAN'----- CAPACITY CAPACITY BOTTOM BAR T TOP BAR 1051. (175U (IAL (TAU CAPACITY (I)SL MSU CAPACITY (IAL (2)511 3.8' ' PRECAST (2) -2 -�- - 72)111-- --�-360 1691 691 2234 2234 3'-8' 2'-4' PRECAST -(2)42 7 4520 I 0 5198-----TOo 4'-0' 2'•8' PRECAST _ _. (2)7 (2)Z _..,._1131, 1425 1425 I863 1863 4'-0' 2'-8' PRECAST (1)7 (117 3651 10000 1440 -10000 _. 4'-1' T-10' PRECAST (2)7 (ll7.._._... 3306 9256 6143 -- 10000 4'-2'.PRECAST .. _. fL7 (L 01 1042 _ . - ...1320 . -.. 1320 ....._.... Ill9_-. ._ 1119I 9'-8' 1 V-4' 1 PRECAST I _?2144_....1. _.. 121.4[ _-.'.1 _--� 213 1 415 - 1.......415 820-S(1)�5�(J) 0S-(1)5/(1)#5 /24-S(1) #5/(1)#5 � 8/16-S-(1 )�5 /(1��5/(1��5 814-S(1)#5al) #55S-(1)#5/(1)#5 32' A R C H I T E C T S Group-inc.Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 ft 5/17/18 8 ALE: 1/4"=1'-O" 3�' OF 9 �ty1•.�.�• 'r •g• 4A '� .4.f 3�' 3�. .. a�••• •�•� '•••4AP. ��; Mao •: • • 4(1 \0000000001 t111c0 r A r V) N LU N � 820-S(1)�5�(J) 0S-(1)5/(1)#5 /24-S(1) #5/(1)#5 � 8/16-S-(1 )�5 /(1��5/(1��5 814-S(1)#5al) #55S-(1)#5/(1)#5 32' A R C H I T E C T S Group-inc.Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 ft 5/17/18 8 ALE: 1/4"=1'-O" SHEET 5C OF 9 �I'I'I'll'I \0000000001 9USDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LINTEL PLAN (LOTT)S) ARCHITECT: STATE OF FLORIDA DA : 5/17/18 8 ALE: 1/4"=1'-O" SHEET 5C OF 9 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 r � �OD�D��m00� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DATE: 5/17/18 I SCALE: 1/4"=1'-0" I SHEET 5DOIF 9 LN - QUALITY PRECAST COMPANY - 'STRONG' ON SERVICE P,O, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYf'E 9'-4' BRCS. HT. COMMENTS L-1 11'-4' 8/36-5-MUMA. PRESTRESSED L-2 4'-8' 8/14-5-RU/(0)L RECESSED L -2A 8'-4' 8/8-5-(1Jl K1A_ SAFE WORKING L-25 6'-6' 8/8-8-(I)U/(UL 3053 L-3 4'-6' S/I6-5-(iJU/10�L CLEAR LINTEL TYPE LINTEL STEEL TOP L -3A 4'-6' 8/16-S-(1)I.1/(0)L UPLIFT UPLIFT L-4 1'-8' 8/16-5-MUM)IL LINTEL STEEL TOP L-5 1'-6' 8/16-S-(1JU/(i)L UPLIFT L -5A 1'-8' 8/I6-S-MU/(UL BOTTOM BAR L-6 8/16-5-(1JU/(0)IL 6'-4" EXTERIOR MASONRY WALL BRCS. HEIGHTS 8'-8' BRCS. V-4' 5%, LOAD 513. WALL NON -5%. WALL II II II II II II I I I LANAI 9'-4' C-& I II II L-5 bow SGD N DINETTE V-4' CLG. v (2) 25 -SH GREAT ROOM 9'-4' 0A �Lu N Lu STUDY 9'-4' CLG. 2 CAR GARAGE 9'-4' as 0 LINTEL PLAN SCALE: 1/4 - 1'-0' ELEVATION B U FOYER 9'-4' CLC% PWDR. ENTRY 15'-0' CLCs, N 318.3_.__ 8'-0" b' 8" PRECAST (2) D4.5 WIRE 2 No. 4__ 4978 8706 5824 10000 7 8" 6'-4" PRECAST (2) D4.5 WIRE (21No. 4 3071 3071 2916 3049 _ - 8'-4" T-0" 2 D4.5 WIRE _--_ PRECAST O E (2) No. 4 4546 7957 5320 10000 8-0" b'-8" PRECAST (2) D4.5 WIRE (2) NO. 4 _ 2831 2831 2651 2811 9'-4' 8'-0" PRECAST 2) D4.5 WIRE _.. 10'-6" - - (2 D4 - 12) No. 4__. 3536 _ 6205 _ 4141 _ 7410 8'-4" T-0" PRECAST (2j D4.5 WIRE (2) NO. 4 ._ 2625 2625 _ .2421 _ 2607 9'-2" PRECAST O .5 WIRE 2 No. 4 2725 4798 3194 5322 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 NoJ4 2153 2153 1881 2139 _._ _ _ 11'-4" 10'-0" PRECAST (2) No.3 (2) No. 5 3615 „5348 _2699 4424 10 6" 9'-2" PRECAST (2) D4.5 WIRE 2 NO. 4 1777 1777 1448 1766 PRECAST (2) No. 3 2 No, 5 3191 3670 2379 _ 3894 11'-4" 10'-0" PRECAST (2) _N0.3 2 No. 5 1568 1568 1222 1568 12-6" 11'-2" PRECAST (2) No. 3 12) No. S 2919 3369__ 2174 3572 12' 0" 10 8" PRECAST (2) No. 3 _ (2) No. S 1439 _ _ 1439 1075 1439 -� 13'-4" 2'-0" PRECAST_ (2) No.3 _ 2 No.5 2535 2961 1884 3137 12-6" _Vr-2' PRECAST (2) No.3 (2) No. 5 13541354 981 1354 14'-0" 12' 8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 - 2856 _ - _ 13 4" 12-0" PRECAST _ (2) No. 3 2 N0.5 1232 1232 849 1232 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 14 0" 12 -8" PRECAST (2) No. 3 y 2 No. 5 1149 1 149 760 1 149 .__ 2 No. 4 (2) 7/16 strand + __-.. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (21 7/16 strand + _. _ 14'-8" 13'-4" PRESTRESSED (2) No. 3 1419 1419 850 1347 2 No 4 3031 3031 1666 2702 _ __... l2► No. 4 _. -- � - (2) 7/16 strand +_ (2) 7/16 strand+ 15'-4" 14-0" PRESTRESSED (2) No.3 L -3A 1T-4" 16' 0" PRESTRESSED (2) No.3 2346 2346 1290 2210 (2) No. 4 1291 1291 775 1270 (2) 7116 strand + AL 19'-4" 18'-0" PRESTRESSED (2) No. 3 12) 7/16 strand + - - 17'-4" i b'-0" PRESTRESSED (2) No. 3 993 993 600 1084 2 N_o.5 1865 1865 1029 1869 (2) No.4 _ _ SSSS _ 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 ssttr5nd + 1035 1035 478 936 2) No. 5 - _ _ .__ _ 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 _..__ 2 No. _ _ _ _ -_ __- --_ 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 5 _ 2 No. .5 _ 2 7/16 strand + O __. _ .. __._ (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 1250 1250 658 1300 22-0" 20'-8" PRESTRESSED (2) No.3 720 720 366 716 5 2 No. 5 _. -._ _ _ 7 16 Strand+ __._..._ 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) NO. 5 642 642 306 599 - LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE L AD -PLF 8"x8" RECESS S DOOR HEADER 8"x8" RECESS DOOR HEADER _ TOTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE TYPE TOP WIRE STEEL / LENGTH SPAN SIZE WIRE/ BAR STEEL PLAIN SOLID SOLID SOLID SOLID SOLID BOTTOM PLAIN BAR BOTTOM #5(1)U(0)L#5(1)U(1)L #(1)U(0)L #5(2)U(1)L BAR DETAIL'DA DETAIL DB' BAR DETAIL 'DA' DETAIL DETAIL'DC' DETAIL'DB' & DC' DETAIL 'DD' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 _. ___ SSSS ___ im ____ - - - -- 3'-8" 2'-4 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4-0" 2'-e' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 - - - - 4'-0" 2-8 2-4' PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4-2" 2'-10' 2'-6 PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 - -- L -3 - ---- - ---- -.-- 4'-2' 2'-10 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 - - - -- --- _- 4_4^ 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 - -- -- " '" 4- 3 4 3'-0" PRECAST -- (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 SSSS__ -' 5'-8" 4'-4' 4'-0" PRECAST _. --- -- -- O D4.5 WIRE (2) No. 864 995 995 831 831 6'-8" 5'.4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 -' - - 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 - _ _- - - - -- 7'-8' 6'-4" 6'-D" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0 PRECAST (2) D4.5 WIRE (2) No. 4 294 510 - -- 9'-8' 8'-4 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) TYPE DESIGNATION 8"x32" RECESS DOOR HEADER P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD S - SOLID LINTEL LOWER LINTEL CAVITY- -- LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #511)U(0)L [8x16 -P-1 L/1 U] #5 (1). U (1) L #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL DU &'DV DETAIL 'DW' NOMINAL WIDTH - QUANTITY OF #5 BAR AT 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 NOMINAL HEIGHT --- UPPER LINTEL CAVITY 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 _-- - 4'-2" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 7'-8" 64' 6-0' PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT - -TOP LEG BARS: _ (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID #5 (1) U (0) L SOLID 2" 2' #5(1)U(0)L #5(1)U(1)L #5(2)U(1)L _ _.._-#s I1) U (1) L (1) ST CONTINUOUSREQ'D. DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN - - -- - -- - 7/32" STIRRUPS AT 4'-0" cc 3'-8" 2'-4' 2'-0" PRECAST (2) No. 3 5713 10000 10000 loom pjpp (2) D4.5 WIRE 0100 -im (TIED OR WELDED) _.. - u) ` 4'-0 2'-8 2'-4" PRECAST (2) No.3 4511 10000 9686 10000 --- BOTTOM BARS (2) D4.5 WIRE SEE SCHEDULE -" 4'-2 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 I L -2B _ SSSS.. 78" MIN 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 140TES:5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 _._ _.. _ _. SSSS. _ . __._---- 78 6'-4" PRECAST (2)D4.5WIRE (2)No.4 2292 2292 1918 2121 TYPICAL LINTEL SECTION PRECASTCONCRETE 9'_B" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 3000 GRAVITY & UPLIFT SAFE LOADS (PLF) (PLACED IN TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID _ SOLID U (0) mom' ( #5 PER STRUCTURAL PLAN PLAIN #5 (1) U (o) Ll#5 1 L U1 L-, #5 2) U (1) -m 7/32" STIRRUPS AT 4'-0" cc - - -- - Lr;m CO (TIED OR WELDED) ...._. _ .SSSS DETAIL'DE' DETAIL 'DF' DETAIL'DE' &'DF' DETAIL'DG' t\ - - _ BOTTOM BARS 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 IN SEE SCHEDULE I 1 cu - _. 4'-0" 2'4' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 7g" NOTES: REINFORCING SCHEDULE &LOAD CAPACITIES PRECAST (2) D4.5 WIRE (2) No. 3 REINFORCING - SCHEDULE &LOAD CAPACITIES - SAFE WORKING LOADS - (PLF) 8" X 32' COMPOSITE LINTELS 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS_ DOOR _ R HEADER SECTION 3'-0" PRECAST SAFE WORKING „ „ LOADS (PLF) 8 X 16 COMPOSITE LINTELS 1966 3390 3053 3053 5'-8 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 2290 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP - -- - LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#SL(i)#5U () (1)#5' (1)#5 1188 LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 686 903 DETAIL'U' DETAIL'V' DETAIL'W' ,10"_ - 1;-6„ _ PRECAST - _ fJ D4.5 WIRE 2 No. (0)#5L(1)#5U(1)#5L(1)#5U DETAIL'H' 1 0 DETAIL'J' 100O (0)#5L (1)#5U (1)#5U DETAIL'H' &'J' (1)#5L (2)#5U DETAIL'K' 2'-10" 1 -6' PRECAST 2 D4.5 WIRE j2) No. 3 _ _ 10000 10000 _(1)#5L 10000 10000 3'-6' 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 ___ 10000 10000 10000 10000 100 10000 _ 2 8" PRECAST (2) D4.5 WIRE 10000 10000 10000_ - 10000 3-6-_ _ 2-2 PRECAST (2) D4.S WIRE (2 N0.3 10000 -_ 10000 _ 10000 10000_ 4'-0" 2 No.3 _. 4'-b" _ 3'-2' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 _ 10000 10000 4-0 2'-8" PRECAST (2) D4.5 WIRE (2)_NO. 3 9550 10000 10000 10000 4'-8" 3'-4' PRECAST (2) D4.5 WIRE 2 No. 3 _ 9576_ _ 10000 _ 10000 10000 4-b" 3'-2° PRECAST (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5WIRE (2) NO. 3 (2) No. 3 7207 6614 10000 10000 9863 10000 10000__ 5'-4° 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7009 10000 10000 10000 4 8;; _ 3,-4:; PRECAST _ 9053 5'-10" 4'-6" PRECAST (2) D4.5WIRE (2) No.3 _ 5700 _ 10000 10000 10000 5-4 4-0 PRECAST (2) No.3 4843 _-,,, 6687 „ „„ __ 6635 7320__ 6'-6" 6-2". PRECAST (2) D4.5 WIRE 2 No._4 _ 2) No. 4 7924 5748 10000 10000 __ 9263 10000 672.3 __ 10000 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 7-6" 6-2" PRECAST (2) D4.5 WIRE _ _5' 6'-6" 5'-2" PRECAST (2) D4.5 WIRE _ (2) No. 4 _, 4350 4350_ _ 4225 4314 7-8" 6'-4" PRECAST (2) D4.5 WIRE _. (2) No. 4 5473 9564 _ 6402 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No 4 3206 3206 3063 318.3_.__ 8'-0" b' 8" PRECAST (2) D4.5 WIRE 2 No. 4__ 4978 8706 5824 10000 7 8" 6'-4" PRECAST (2) D4.5 WIRE (21No. 4 3071 3071 2916 3049 _ - 8'-4" T-0" 2 D4.5 WIRE _--_ PRECAST O E (2) No. 4 4546 7957 5320 10000 8-0" b'-8" PRECAST (2) D4.5 WIRE (2) NO. 4 _ 2831 2831 2651 2811 9'-4' 8'-0" PRECAST 2) D4.5 WIRE _.. 10'-6" - - (2 D4 - 12) No. 4__. 3536 _ 6205 _ 4141 _ 7410 8'-4" T-0" PRECAST (2j D4.5 WIRE (2) NO. 4 ._ 2625 2625 _ .2421 _ 2607 9'-2" PRECAST O .5 WIRE 2 No. 4 2725 4798 3194 5322 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 NoJ4 2153 2153 1881 2139 _._ _ _ 11'-4" 10'-0" PRECAST (2) No.3 (2) No. 5 3615 „5348 _2699 4424 10 6" 9'-2" PRECAST (2) D4.5 WIRE 2 NO. 4 1777 1777 1448 1766 PRECAST (2) No. 3 2 No, 5 3191 3670 2379 _ 3894 11'-4" 10'-0" PRECAST (2) _N0.3 2 No. 5 1568 1568 1222 1568 12-6" 11'-2" PRECAST (2) No. 3 12) No. S 2919 3369__ 2174 3572 12' 0" 10 8" PRECAST (2) No. 3 _ (2) No. S 1439 _ _ 1439 1075 1439 -� 13'-4" 2'-0" PRECAST_ (2) No.3 _ 2 No.5 2535 2961 1884 3137 12-6" _Vr-2' PRECAST (2) No.3 (2) No. 5 13541354 981 1354 14'-0" 12' 8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 - 2856 _ - _ 13 4" 12-0" PRECAST _ (2) No. 3 2 N0.5 1232 1232 849 1232 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 14 0" 12 -8" PRECAST (2) No. 3 y 2 No. 5 1149 1 149 760 1 149 .__ 2 No. 4 (2) 7/16 strand + __-.. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (21 7/16 strand + _. _ 14'-8" 13'-4" PRESTRESSED (2) No. 3 1419 1419 850 1347 2 No 4 3031 3031 1666 2702 _ __... l2► No. 4 _. -- � - (2) 7/16 strand +_ (2) 7/16 strand+ 15'-4" 14-0" PRESTRESSED (2) No.3 L -3A 1T-4" 16' 0" PRESTRESSED (2) No.3 2346 2346 1290 2210 (2) No. 4 1291 1291 775 1270 (2) 7116 strand + AL 19'-4" 18'-0" PRESTRESSED (2) No. 3 12) 7/16 strand + - - 17'-4" i b'-0" PRESTRESSED (2) No. 3 993 993 600 1084 2 N_o.5 1865 1865 1029 1869 (2) No.4 _ _ SSSS _ 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 ssttr5nd + 1035 1035 478 936 2) No. 5 - _ _ .__ _ 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 _..__ 2 No. _ _ _ _ -_ __- --_ 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 5 _ 2 No. .5 _ 2 7/16 strand + O __. _ .. __._ (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 1250 1250 658 1300 22-0" 20'-8" PRESTRESSED (2) No.3 720 720 366 716 5 2 No. 5 _. -._ _ _ 7 16 Strand+ __._..._ 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) NO. 5 642 642 306 599 - LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE L AD -PLF 8"x8" RECESS S DOOR HEADER 8"x8" RECESS DOOR HEADER _ TOTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE TYPE TOP WIRE STEEL / LENGTH SPAN SIZE WIRE/ BAR STEEL PLAIN SOLID SOLID SOLID SOLID SOLID BOTTOM PLAIN BAR BOTTOM #5(1)U(0)L#5(1)U(1)L #(1)U(0)L #5(2)U(1)L BAR DETAIL'DA DETAIL DB' BAR DETAIL 'DA' DETAIL DETAIL'DC' DETAIL'DB' & DC' DETAIL 'DD' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 _. ___ SSSS ___ im ____ - - - -- 3'-8" 2'-4 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4-0" 2'-e' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 - - - - 4'-0" 2-8 2-4' PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4-2" 2'-10' 2'-6 PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 - -- L -3 - ---- - ---- -.-- 4'-2' 2'-10 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 - - - -- --- _- 4_4^ 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 - -- -- " '" 4- 3 4 3'-0" PRECAST -- (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 SSSS__ -' 5'-8" 4'-4' 4'-0" PRECAST _. --- -- -- O D4.5 WIRE (2) No. 864 995 995 831 831 6'-8" 5'.4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 -' - - 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 - _ _- - - - -- 7'-8' 6'-4" 6'-D" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0 PRECAST (2) D4.5 WIRE (2) No. 4 294 510 - -- 9'-8' 8'-4 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) TYPE DESIGNATION 8"x32" RECESS DOOR HEADER P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD S - SOLID LINTEL LOWER LINTEL CAVITY- -- LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #511)U(0)L [8x16 -P-1 L/1 U] #5 (1). U (1) L #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL DU &'DV DETAIL 'DW' NOMINAL WIDTH - QUANTITY OF #5 BAR AT 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 NOMINAL HEIGHT --- UPPER LINTEL CAVITY 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 _-- - 4'-2" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 7'-8" 64' 6-0' PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT - -TOP LEG BARS: _ (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID #5 (1) U (0) L SOLID 2" 2' #5(1)U(0)L #5(1)U(1)L #5(2)U(1)L _ _.._-#s I1) U (1) L (1) ST CONTINUOUSREQ'D. DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN - - -- - -- - 7/32" STIRRUPS AT 4'-0" cc 3'-8" 2'-4' 2'-0" PRECAST (2) No. 3 5713 10000 10000 loom pjpp (2) D4.5 WIRE 0100 -im (TIED OR WELDED) _.. - u) ` 4'-0 2'-8 2'-4" PRECAST (2) No.3 4511 10000 9686 10000 --- BOTTOM BARS (2) D4.5 WIRE SEE SCHEDULE -" 4'-2 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 I L -2B _ SSSS.. 78" MIN 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 140TES:5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 _._ _.. _ _. SSSS. _ . __._---- 78 6'-4" PRECAST (2)D4.5WIRE (2)No.4 2292 2292 1918 2121 TYPICAL LINTEL SECTION PRECASTCONCRETE 9'_B" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 3000 GRAVITY & UPLIFT SAFE LOADS (PLF) (PLACED IN TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID _ SOLID U (0) mom' ( #5 PER STRUCTURAL PLAN PLAIN #5 (1) U (o) Ll#5 1 L U1 L-, #5 2) U (1) -m 7/32" STIRRUPS AT 4'-0" cc - - -- - Lr;m CO (TIED OR WELDED) ...._. _ .SSSS DETAIL'DE' DETAIL 'DF' DETAIL'DE' &'DF' DETAIL'DG' t\ - - _ BOTTOM BARS 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 IN SEE SCHEDULE I 1 cu - _. 4'-0" 2'4' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 7g" NOTES: 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" -- - - 3'-4" 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS_ DOOR _ R HEADER SECTION 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8 4'-4" 4'-0" PRECAST(2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8 5'-4" 5'-0" _ PRECAST ST - (2) D4.5 WIRE - (2) No. 4 1764 1763 1578 1578 1267 PRECASTCONCRETE 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 9'-8" 8'-4" 8'-0 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 A R C H I T E C TS . v v w. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8c LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT - STATE OF FLORIDA ,0Y 2k DA E: 5 /17/18 S ALE: 1/4 $$ =1' - 0" SHEET 5EOF 9 \ODDOOOOODJ SVBDIV. 8c LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT - STATE OF FLORIDA ,0Y 2k DA E: 5 /17/18 S ALE: 1/4 $$ =1' - 0" SHEET 5EOF 9 ER SPAN CHART SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN O NEC O S (J HE \JL E CONTROL DATE: 07-0I-15 CONNECTOR UP TO 5'-4' SIMPSON W-4' TO 1'-0' USP 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER W-0' TO b'-4' META -I6 1450 NTA 16-18 1400 AT EACH END OF HEADER (1) led x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, (USP: (IO) led X 1 1/2' - NO lad OPTION) (2)META-16 1985 (2) NTA 16-18 2800 Ci0) loci x 112' I -PLY, )USP C10) loci x 11/ ' 1900 (14) I6d 2 -PLY (USP: NO lad OPTION) HETA-16 1810 HTA I6 1615 (9) led x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) led x 1 1/2', NO Ibd OPTION (9) led x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (I0) 10d x 1 12', NO 16d OPTION HETA-20 1810 HTA 20 1615 (2) HETA-20 2035 -----.-.-_._ 2500 _._._...---_-__ (2) HTA-20 3110 (10) led x 1 1/2' I -PLY USP: (10) led x 1 1/2' ._....... _-._,_.._ ._._..__. (12) 16d 2 -PLY (USP NO 16d OPTION) Z LGT-2 2150 LUGT-2 1915 O (1) - 1/4 x 2 1/4' TITEN, 2 PLY (USP BLK (5) 1/4' WB, WOOD !I6) led 0 DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - led x 112, 1 PLY MGT 3965 MUGT 4000 A.T.R. IN HIGH STRENGTH EPDXY )MIN. I2` EMBED), (22J loci OD C28) O WOOD) (U 5/8 TO WO(USP T_ loci T HG7-2 + 10980 HUG7-2 9365 (2) 3/4 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (1( ) led TO WOOD (USP WOOD (8) 10d) HG7-3 + 10530 HUGT-3 9365 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (16) led TO WOOD (USP WOOD (8) led) LGT3-SDS2.5 3285 LUGT-3 5330 (12) SIDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP; CONC. (4) 3/8` X 5' WEDGE BOLT, WOOD 02) W525) 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO LPTA 1555 (10) led x 1-1/2' (USP: (10) led x 1 1/2' WALL vGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (la) -$D5 I/4'X3' TO WOOD l2) vGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) led x 11/2' (USP: (14) led x 1 1/2', 04) led) HTS -16 1150 HTW 16 1660 (16) led x 1 1/2' (USP: (16) led x 1 1/2', (Ib) led) HT5-20 1450 HTW 20 2045 (24) led x 1 1/2 CU6P (24) led x 1 1/2', (20J 10d) HTS -24 1450 HTW 24 2045 -- (24) led x 1 1/2' CUSP. (24) led x 1 1/2', (20) led) L87A-12 « 925 LSTA 12 910 (10) led USP: (10) loci LSTA-18 + 1235 LSTA 18 1360 (14) led USP: (14) 106 MSTA-I8 « 1315 MSTA-IS 1315 (14) led USP: (14) 106 N MSTA 24 1640 MSTA 24 1150 (18) led USP: (18) 106 MSTA 30 ++ 2050 MSTA 30 2140 (22) led USP: (22) led MSTA-36 «« 2050 MSTA-3a 2525 (2b) 106 USP: (26)led MSTI-36 3800 KSTI 236 3090 F- (36) led x 1 1/2' USP: (36) led x 11/2' MSTI-48 5065 KT51 248 4250 (48) led x 1 1/2' USP: (48) led x 1 1/2 H6 950 LFTA a 1595 (8) 8d TO PLATES, (8) 8d TO STUDS (USP (16) ad x 1 12 (I6) Sd) 6P4 865 SPT 4 945 (b) 106 x 1 I/2' TO STUDS USP: (6) led x 1 1/2 TO STUDS A34 395 (4) ad x 1 12' TO BEAM, (4) ad x 1 I/2' TO POST. USP: (4) ad x 1 1/2 TO BEAM (4) ad x 1 1/2" TO POST. MP 34 410 WHOP 2 1010 HCP2 645 (12) led x 1 1/2 USP: (10) 106 x 1 12 TO TRUSS, (10) led X 1 1/2 TO PLATE H10A 1340 RT IBA 2180 (18) led x 1 1/2 USP: (9) led x 1 12 TO TRUSS, (8) 100 X 1 1/2 TO PLATE (1( )-5D$ I/4'x3' TO WOOD, (le) S S 1/4'x2 1/2' / THREADED ROD (2) NUTS/WA5HER2 PLT USP: 5/e' ATR MIN 11 EMBED SET IN NIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HDU4 4565 PND 4A 4535 VGT 4 HD15 4940 TDX 10 5110 (I6) -SDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/11)A9HER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG, (12) 16d TO WOOD USP SAME AS SIMPSON ABU 66 2300 12000 P4U 66 253 5 I 1385USP: EPDXY, )MIN EMBED.) IN CONC. (12)166 TO WOO CU 5/8' ATR IN HIGH STRENGTH EPO 1 E BED D I SAME A5 5MP50N LTS 19 1205 (I) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN 1 EMBED.) IN GONG., (8)IOd TO WOOD USP: SAME AS SIMPSON LTTI9 «.. 1340 0 _ (� Z Qr�4TT5 (I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC., (10)10d TO WOOD USP: 3/4ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 11/2', 2-1/2'__ (1) 5/8' ALR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG., (18) SD -10 X 1 1/1 (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTION$: (20) 106, (20) led x 1-12', (20) *d x 2 12 U5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (26) lad X 2 12' (USP: (20) 166 X 2-12') USP HAS MORE NAIL OPTIONS: (28) led, (28) led x 1-12', (20) Ibd x 2 12-SD8 LTT205 +++ 1500 LTS 206 1105 HTT4 4455 HTT45 4465 5090 HTT45 5430 2.5+ 11,810 UPHD 11 12090 (1) 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y4' x2)4' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) 6645 TDX 10 5110 (IJ 1/6' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) SIMPSON: (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. ( .15' EMBEDMENT) IN C.M.U. FACE (18)106 TO BEAM MBHA 3.56/11.25 3415 5330 NFM35X12U 31b5 1130 USP: (U 1/2' J -BOLT W/ MINIMUM 6: EMBED, 1 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ, W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. _J I51,_.,.., (FLR) --- HU84121F 3265 (ROOF) 3060 w2660 (D HUSG412 (WOOD) 3635 2530 (FLR) ---- 3225 (ROOF) (10) Ibd 70 HEApER (10) lad TO WOOD USP: SAME A9 SIMp80N Z Q = HUC410 (CMU) 1810 3115 3115 --- C (1 1/4 x (I ) led TO WOOD. IT C FLANGE) TO CMU (10J 106 TO WOOD USP 8) 3 WS3 SCREW$ 0 ll8) I/4' x 2, 3/4 T EN 9 PER_ , (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP (18) I/4. x 3 W53 SCREW$, (10) led TO WOOD 5085 HD410 IF 1905 HUC210-2 (CMU) 1810 5085 HD210-21F 1905 HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (18) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD LGUM2a-2-SDS 1430 5595 NO USP CONVERSION FOR SIMI-SON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. .+ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. .+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' w F- A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOR$, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAx / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -,4153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA815 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , "HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. ER SPAN CHART SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x b UP TO 5'-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x b UP TO 5'-0' DBL 2 x 8 W-0' TO b'-4' D15L2x10 V-4'TOV-0' DBL 2 x 12 V-0' AND OVER 2x12 (»2 SYP) 1 A& I OSB (TYP.) NAIL (3) 126 0 TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O: 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR: TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL 5%. NEIC44TS LOAD 5%. WALL NON -BRCS. WALL (L 6�0 3 3 ��3 SECURE TO PT 6x6 POST CJ2P 11 (2) IjX11j 2.OE LVLII W/ (2) MSTA-24 POST TO VIII 11111 CJ2P SLAB W/A5U-66 II II II II (2_TYP) CJ4P 11111 � � 1<` > IIIA IIIII� --Nrt VIII L02 11111 CIA HUC-410 LuHUC-410 -------------------. VIII 3 -- - a -- I 11 II II II II III II II II 11 II II II I II I III II II II II II II 11 I I II II II II II II I 0 1 0 1 0 I 0 1 t01 1 e l I I Ile U.I I U. LL LLLL LL LL LL LL III�I�I�IILLI�IIIu- I III �I ILII I �II II 111 II II II II II III 11 II II II 11 II II II I� III I I I I I I I I I I I I II II II II II II II II I I II II II II II III II 11 II 11 11 11 11 I II I II II II II II II II II 1 I II II II II II II - I II I1 II II 11 III II II 11 II II II II I 1 II I I II II II II �I II _ I II II II )III II III II II II �II II II II I II I I II II II II II II I . I II II II )III II III II II II Oil II 11 II I I- I--- I I I I III I I I I o �l l I I I I I I I I I I II II II IIII II I I I I I I I I I I LL I III I I I I I I �1 I I I I I I I l II I I II II N II I II II II II it II II II II 11 II _ --I II II II II II II � II II II Q toll II FL05G IF I II II II II II II It II II��II II I II II 11 11 II 11 II 1 II �/ �II II II II � LBW II II II II II - T_T 7Z II II II II I1 FLO4 2 iff— — — — — - - - - - FLO3 = _ ------ TRUSS TO 4x4 POST 1 W/(2) MTS -12. POST TO SLAB HTT - 4 STUD W/ 3 ATTACH (2) 2X5 BM FLO3 _ --------- - - L _ I (2) MTS -12 �p TO FRAME W (2) MTS -12 (3) 2x8 HDR W/ DBL. STUDS �T J UNDER HEADER I I ATTACH (2) 2X8 BM FLO3 = _ _ _ _ _ _ _ _ TO CMU W (2) MTSM -12 FLO3 = _ _ _ _ _ _ _ _ _ (2) 2X8 }SEAM DBL STUD m FLO3 C. _ _ _ _ _ - - _ FL02= _ _------ - - DBL STUD---- - - _ _c (2) META -1 _ 6 FL01 = _ _ _ _ _ _ _ _ (2) 2x6 LEDGER SECURED W/ 1/4'x6' I II II II I I LACE BOLT W/2' DIA. WASHER 16' O.G. I II II it I i I II II II FL01 FL01 I I I � �okO 3 FL01---------- _ _ _ _ ---- -------1 I 1 cc> 16 (2) META -16 -------'----- t I � - - - _ _ (2) META -16 CJIB I- --- - -A ----- ---- ---- -� ��'� =so 1812) META -16 61 1 FIRST FLOOR FRAMING PLAN SCALE: 1/4 6 1'-0' ELEVATION B A R C H I T E C T S GDesign roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8c LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT - STATE OF FLORIDA 3 2018 D E: 8/13/18 S ALE:1/4"=1'-0" SHEET 6 OF 9 1-1 2x12 (02 SYP) /16' OSB (TYPJ NAIL (3) 12d w 6'-S' O.C. TYP. 2x12 BM.ZHDR. ® ENTRY MINIMUM WALL AND HEADER CONNECTOR SC EDULE CONTROL DATE: 0T-01-15 MAXIMUM HEADER SPAN (ft.) SIMPSON USP } Z... O V) g DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER (1) 100 x 1 1/2' I -PLY, (6) Ibd 2 -PLY, (USP: (10) 106 X 1 1/2' - NO 166 OPTION) (10) l0d x I IR' I -PLY (USP: (10) loci x I i/2') (14) Ibd 2 -PLY (USP: NO 16d OPTION) META -16 (2) META -Ib 1450 1985 HTA 16-18 ....-_ (2) NTA I6 -I8 1400 1615 1615 3110 --_.... 1900 HETA-I6 1810 NTA Ib HTA 20 - -- (2) HTA-20 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY U5P: (10) 106 x 1 1/2', NO Ibd OPTION HETA-20 1810 2035 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 IR', NO 16d OPTION (10) 10d x 1 1/2 I -PLY USP: (10) 10d x 1 IR' (12) Ibd 2 -PLY (USP: NO 16d OPTION) -...__ _...._ _._.. .._ .. _._.._._._ _.___ -._.. .__.-....-----....... (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) I/4' WB, WOOD (16) 106 (2) HETA-20 ___. _.._ LGT-2 _._-- 2500 _........._ 2150 __._ _..._-- LU5T-2 _.....___.. 1915 FOR SIMPSON DETAL-20 2480 NO USP CONVERSION DETAL-20 (18) - 10d x 1 1/2, 1 PLY (1)5/0' ATR_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP. (28) 10d TO WOOD) MGT . 3965 MJCsT 4000 NGT -2 10980 HUI 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 106) HGT-3 + LGT3-SDS2b 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (U5P: WOOD (B) loci) 3285 LUGT-3 5330 (12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (U5P: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD 0I) W525) 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 (I0) 10d x 1-1/2' (USP: (10) loci x 1 1/2' WALL 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ib) -SDS 1/4'X3' TO WOOD 1185 NO U5P CONVERSION FOR 51MI-SON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLT LTA2 VGT (2) VGT MT5-12 1000 MTW 12 1595 (14) 10d x 1 1/1' (USP: (I4) 10d x 1 1/2', (14) 10d) HTS -Ib 1150 HTW 16 1660 1450 HTW 20 2045 1450 HTW 24 2045 925 LSTA 12 910 1235 LSTA 18 1360 (I6) lod x 1 1/2' (U5P: (16) 10d x 1 1/2', CI6) 10d) HT6-20 HTS -24 (24) 10d x 1 1/2' (USP: (24) 100 x 1 IR', (20) 10dI (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) (10) lod USP. (101 loci (14) loci USP: (14) 10d LSTA-12 •• LSTA-18 ++ MSTA-18 . 1315 MSTA-18 1315 (14) 10d U5P: (14) 106 U) MSTA-24 .• '640 MSTA-24 1150 05) loci USP: (18) 10d 0- MSTA 30 2050 M5TA-30 2140 (22) 10d USP- (22) 10d F-- MSTA 36 ++ 2050 MSTA-36 2525 (26)10d U5P• (2&) loci (36) 10d x 1 1/2' USP (36) 10d x 1 1/2' MSTI-36 3800 KSTI 236 3090 M5TI-48 5065 K751248 4250 (48) 10d x 1 1/2' USP (48) 106 x 1 1/2' (8) Bd TO PLATES (B) Sol TO STUDS (USP. 06) ed x 1 IR (1(P) 8d) lb) 10d x 1 1/2 TO STUDS U5P (6) 10d x 1 1/2 TO STUDS H6 950 LFTA 6 1595 885 5PT 4 945 SP4 A34 NCP2 395 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. (I2) loci x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE 645 HHCP 2 1070 1340 RT 16A 2180 HIDA (18) 10d x 1 I/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d x 1 1/2' TO PLATE (16)-506 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HDU4 4565 PHD 4A 4535 M4 VGT 4 40115 4940 TDX 10 5110 (16)-505 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS N ABU 44 2200 6665 PAU 44 2535 6175 CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (I2) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD U5P: SAME AS SIMPSON (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (SAOd TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 LT5 19 1205 0L7T205 = (,) +++ HTT4 1500 LTS 205 1105 4455 HTT45 4465 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10)i0d TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' X 2-1/2 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (18) $D'10 X 1 1/2' (USP! (20) Ibd ) USP HAS MORE NAIL OPTIONS: (20) loci, (20) 10d x 11/2 , (20) Ibd x 2 IR' Z QrHHDQII-SD5 - TTS 5090 HTT45 5430 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (2fc) 16d X 2 1/2' (USP: (20) 16d X 2-1/27 USP HAS MORE NAIL OPTIONS: (28) 106, (28) lod x 1 -IQ', (20) Ibd x 2 I/2' 2.5+ D1B 11010 UPHD II 12090 CII I' A.T.R. IN NIGH STRENGTH EPDXY, (MIN, 10' EMBED.) IN CONE, (24) SDS Y4' x 2)i' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) 6645 TDX 10 5110 (1) 1/8' A13, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP! (4)1/8" BOLTS) N Ld2660 0HUSC412 MBHA 356/1125 3475 5330 NFM35x12U 3165 SIMPSON! !U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CM.U. FACE, (IB)IOd TO BEAM 1130 U5P: (U I/2' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW RAMBET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 2530 (FLR) 1.. (ROOF) (10) Ibd TO HEADER, (10) *d TO WOOD USP: SAME AS SIMPSON (WOOD) (FLR) 3635 3265 CROOF) HU54121F 3060 Q = HUC410 (CMU) HUC210-2 (CMU) 1810 5085 HD410 IF 1905 - 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (15)1/4' x 3' WS3 SCREWS, (10) loci TO WOOD. 3115 (16)114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4 x 3' WS3 SCREWS, (10) loci TO WOOD 1810 5085 HD210-21F 1905 HUC210-3 (CMU) 16I0 4000 HD210-31F 1905 3115 (16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P: (IB) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD 1430 5595 NO USP CONVERSION FOR 5IMP50N LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 14' SDS SCREWS TO WOOD LGUM26-2-SD5 HIGH STRENGTH EPDXY . 51MI-SON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U58TITUTING FOR SIMILAR EPDXY PRODUC75 OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. •. loci COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 1112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N .• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LJ F-- 0 A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, Q WHEN U51NG 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 5A8ED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-6AS-2012. 1-1 2x12 (02 SYP) /16' OSB (TYPJ NAIL (3) 12d w 6'-S' O.C. TYP. 2x12 BM.ZHDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO S' -ON UN.O. 4'-11 1/2' -P-II 1/2' AND UP NUMBER OF HEADER STUDS ti SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOFIFLOOR 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 — — LINE OF FIRST FLOOR BELOW— — � I D5 WA CJ3A CJ5A AOIA DBL. STUD A02A A03A A04A A05A A05A A05A A05A A05A A04A A03A AO&A STUD AOIA B04A B04A 504A 503A Q Q Q II II i II II II II II I II II II II II II II I II II II II II II II I) II II II II II II 11 II II II Q I-- A i ATTIC DBL. STUD TRUSS TO (2) 2xS 05L STUDS W/ r— NTS -16 = C.JJA CJ3A CJ1A 503A I I 502A = _ _ _ _ _ _ _ _ = 4 ��4 ti%o p5 I � _ I DSLJA STUD-i� Il - � II {,� STUU D I o CASA = II n u I u u u = CJ3A CJIA II II II II III II II all II CJ1A , I r CJ2A II CJ2A t 1 1 LINE OF: FIRST FLOOR BELOW SECOND FLOOR ROOF FRAMING PLAN. SCALE. 1/4 = 1'-0' ELEVATION 5 0 A R C H IT E C TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR ROOF FRAMING PLAN mmoo ARCHITECT STATE OF FLORIDA 13 2018 DACE: 8713 / 18 s ALE: 1/4"=1'-0" SHEET 7 OF 9 ti 0.� ti A �A M4 co Q .ti m A 04 co v ko w N co SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR ROOF FRAMING PLAN mmoo ARCHITECT STATE OF FLORIDA 13 2018 DACE: 8713 / 18 s ALE: 1/4"=1'-0" SHEET 7 OF 9 2x(o LEDGER SECURED TO TRUSS UJ/ 3/8'x4' LAG SCREWS 0 16' O.C. MAX 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21. 2x8 STUDS * 12' O.G. MAX INSULATION PRE-ENGINEERED FLOOR TRUS; SECURE PER FRAMING NOTE RECESSED PRECAST COCNC. LINTEL ENTRY SECTION DETAIL SCALE: 3/4" = V-0" ELEVATION 5 DRIP EDGE _N =D TRUSS 4 Z FRAMING NOTES LINTEL :CURED TO CMU 30LT UJ/ 2' WASHERS HIGHT STRENGTH (T EMBED) A R C H I T E C T S Desl2Grouon . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: ENTRY SECTION DETAIL ARCHITECT STATE OF FLORIDA D E: "5/17/18 S ALE: 3/4» l'- 0" \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: ENTRY SECTION DETAIL ARCHITECT STATE OF FLORIDA D E: "5/17/18 S ALE: 3/4» l'- 0" LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL DEFINITION LOAD INFORMATION VA 2488 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 7,484 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 120/240 TYPE: UNDERGROUND SUBTOTAL OF GENERAL LOAD 48,710 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,710 VA x (4) 15,484 TOTAL NET GENERAL LOAD 25,484 3.5–TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 CIRCUITS AT SECONDARY SIDES (120/240 VOLTS) 5–KW ELECTRIC HEAT 5000 VA x (65%) 3250 METER IIOV GFI NET GENERAL LOAD 25,484 NET TOTAL HEATI 10,460 TOTAL LOADi,934 220V OUTLET CALCULATED LOAD FOR SERVICE 35,934 VA / 240 V= 149.73 200 AMP SERVICE 0 (3) 01 THHN/THWN COPPER CONDUCTORS, (1) • 6 THHN/TF-" COPPER GROUND IN 2" CONDUIT. SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 AM � E L E C I fRI C f4 L fRI S E fR PROVIDE 04 t0 CONCRETE COPPER CONNECTED TE ENCASED FOOTER STEEL AND NOTE. COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE, CODES, AND THE LOCAL POUTER CO. CABLE / TV WEATHER PROOF BOX DED. 20 AMP OUTLET FOR M. WAVE VENT. M. WAVE TO EXT METER, VERIFY LOC. II II II II LANAI II II II II DINETTE PUSH BUTTON FOR DISP. KITCHEN CsFI a 42' AFF, rBE— - - _— FAN/CEILING PRE -WIRE 1 STUDY -- _ ciF I tp ALV 42' AFF. I I I l I '00,0'� 2 CAR GARAGE GFI CLC. - OUTLET `�J OUTDOOR KITCHEN ROZ14- IN wP CxF I GREAT ROOM F I FAN/CE IL INC F'RE-WIRE II II II � �f �l l; 0A -V„ A FIRST FLOOR ELECTRICAL PLAN LEGEND F7ELEGTRIGAL DEFINITION NOTES TRANSFORMER BANK: 5OkVA E orm uu l" FarLr NrE�arteR rtA+re� WISrANr TYPE) VOLTAGE: 1620/13200-240/4MV NEMA 3R 110V FLOOR Mom v CROWD FA LT 200 AMP SERVICE: SINGLE PHASE NIERIJPm ITAMMM RESISTANT 120/240 TYPE: UNDERGROUND Tfm COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT (TAMPER RESISTANT CIRCUITS AT SECONDARY SIDES (120/240 VOLTS) ourLET (: ) MAND METER IIOV GFI MLO MAXIMUM FAULT CURRENT: 19390 amps OUTLET TYT'E) CAN 220V OUTLET 4 WIN COMCTION 0 EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3 -MY OPERATION POWER COMPANY SUATC 4 200 $p DATER SWITCH (.] TRANSFORMER AMP. PHONE / DATA a WALL SCONCE PRE -WIRE y.� WEATHER M01M LIGHT O RECESSED CAN PROOF 50X O VAPOR PROOF SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 AM � E L E C I fRI C f4 L fRI S E fR PROVIDE 04 t0 CONCRETE COPPER CONNECTED TE ENCASED FOOTER STEEL AND NOTE. COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE, CODES, AND THE LOCAL POUTER CO. CABLE / TV WEATHER PROOF BOX DED. 20 AMP OUTLET FOR M. WAVE VENT. M. WAVE TO EXT METER, VERIFY LOC. II II II II LANAI II II II II DINETTE PUSH BUTTON FOR DISP. KITCHEN CsFI a 42' AFF, rBE— - - _— FAN/CEILING PRE -WIRE 1 STUDY -- _ ciF I tp ALV 42' AFF. I I I l I '00,0'� 2 CAR GARAGE GFI CLC. - OUTLET `�J OUTDOOR KITCHEN ROZ14- IN wP CxF I GREAT ROOM F I FAN/CE IL INC F'RE-WIRE II II II � �f �l l; 0A -V„ A FIRST FLOOR ELECTRICAL PLAN LEGEND F7ELEGTRIGAL DEFINITION NOTES 11011 OUTLET E orm uu l" FarLr NrE�arteR rtA+re� WISrANr TYPE) 110V FLOOR Mom v CROWD FA LT ® NIERIJPm ITAMMM RESISTANT T Tfm IIOV SWITCHED ECum rY Grzw MLT (TAMPER RESISTANT ourLET TYPE) IIOV GFI gamoPED w &TAM FAtLT NMWM rtAMM FAMTANT OUTLET TYT'E) 'II 220V OUTLET 4 WIN COMCTION 0 EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3 -MY OPERATION $4 SUATC 4 4-0Y OPERATION $p DATER SWITCH (.] WaLL MOUNTED = LIGHT a WALL SCONCE PRE -WIRE y.� CEILING M01M LIGHT O RECESSED CAN O VAPOR PROOF \DODDOOOOOJ RECESSED CAN VENT FAN k( VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LICIT STRIP O FUORESCENT UWArPWW 24' FLUORESCENT 48' FLUORESCENT D PALL _ STRUCTURED URE PANEL wiim METER O SMOKE DETECTOR QATr. DflWANo 1RDUMIE ® CARBON MONOXIDE 15ATT. DACK-r W 44PVM DETECTOR Kmwa#ww 8 SMOKE / CARBON MONOXIDE 15ATr. MACK -W Wv N FUM INrmtzwlm DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILMG FAN / Imam TO BE px IW LIGHT WX K40M AS 1" FOR NmgcTm Cnift Wk RE6Im f0 eE O J -BOX SUPPORTED N AOCOII UM ITV ISM MAN= AS SOCK FOR NEPWWN SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER DATER DISCONNECT AIR COO. �J DISCO"CT TELEVISICN JACK Y LEWAB G D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C TS Deso12c Grou. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA D,A1 TE: 5/17/18 S)dAT :1/4„=i'-0" SHEET 9 or 9 �I'I'I'll'I \DODDOOOOOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA D,A1 TE: 5/17/18 S)dAT :1/4„=i'-0" SHEET 9 or 9 LINE OF FIRST – – - -- FLOOR BELOW I I I I I I I I I I I �, I BEDROOM 2 I I I `` F FAWCEILINCx �� I PRE -WIRE • SO BEDROOM 3 / SD.n / rr- F FAWCEILINCs / Pf�E-WHA BEDROOM 4 OWNER'S SUITE / FAWCEILING F PRE -WIRE I / / I / / rrr / r r o I I BATH - - -- W.I. i �� � i T oG / GF I \A/C - - �4LANDRY F —GFS TO SWITC14 IP.C.IN I DOUJqSTAIRS ATTIC _.._I C3PT, — _ – uill L -- Ft- / SDICMD.e `� J. xg/ / Ir r. 1 I � I I ' FAWCEILIWa I F'RE-WIC I I I � I 1 LOFT ► - ---- --- I II SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 a V-0' ELEVATION 5 ELECTRICAL LEGEND SymwL DEFINITION NOTES 11mv OUTLET MOM V MOW FAtLT NTL'I!r'W (TA! PER MMMOTAW TYPE) IlVV FLOOR EaU 9w W Ctvz o FA LT ® OUTLET N1EI�P" (TA)' "REoTmt tYPE) 110V WITCHED Eaux uu coam FAULT krou TER TAhMPM IOISTAIR OUTLET IIOV GFI EaUM V GROW FAULT KMFA PTER (TAM" RESISTANT OUTLET iYPE) 220V OUTLET 4 WNW COM MON EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWTC 4 3-"Y OFMTION $4 SWTCH 4 -MY OPERATION $p DINNER SWITCH 4 WALL MOUNTED LW =L WALL SCONCE PRE -URE y.� CEILING MOLMED L*W O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN PENT FAN W/ �( LIGHT 24' LIGHT STRIP 48' L*I4T STRIP 0 FUORESCENT ~ ARou+c 24' FLUORESCENT 48' FLUORESCENT D PANEL _ STRUCTURED WIRE PALL METER O' SMOKE DETECTOR MATT. &4CK-r V NAIm M NTE catA cm ® CAR60N MONOXIDE MATT. MAawr IW NARDIIAIIE DETECTOR Nt wata cw e' SMOKE / CARBON MONOXIDE MATT INI c -up uv MMM caft TCD DETECTOR COMBO PENDANT L*W T TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CELL MOX MUM TO ME & PPOM N ACCOMANCE IW LIGHT WX MAN= AS� FOR HMMCELM MOX REOIM TO ME Q J -BOX &AMOO rtEG N ACCMAN2 IW eaX MAID AS &W FOR NmqLlm SPEAKER PRE -WIRE FLOOD LK,HT SECURITY SYSTEM KEYPAD Q DIGITAL KEYPAD WATER HEATER U DISCONNECT AIR COND. DISCONNECT TELEVISION JACK ICY L&4TMG C11 DOOR CHINES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 sUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR ELECTRICAL PLAN rARCHrTECT- .STATE OF FLORIDA gar i2ele DA : \, 5 X17 X18 s 1/4"=1'-0" 9 . I�F 9 �om0000�00. sUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECOND FLOOR ELECTRICAL PLAN rARCHrTECT- .STATE OF FLORIDA gar i2ele DA : \, 5 X17 X18 s 1/4"=1'-0" 9 . I�F 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBGR, RE -ENGINEERED DO NOT EXCEED 4" DO NOT EXCEED 4" 6TH EDITION (2011) GABLE ROOF TRUSS 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES" DRYWALL Z" DRYWALL WINDOW/DOOR JAMB METHOD PER "NAILING SCHEDULE" AT FIRST (2) BAYS P.T. Ix4 or �"x4" MIN. P.T. 1x4 or �"x4" MIN. (4'-0" O.G. SHEATHING SEAMS) 4 Ix4 or 1x2 P.T. NAILER 4 Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE DOOR CA NG 2x6 SUB -BAN STIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB /WINDOW OOR JAMB /WINDOW OVER 4'-10' HIGH MEMBER w/ (2) 12d NAILS 8" FROM (ATTACHED TO BLOCKING " TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING EACH END and e IS" O.G. MAX P.T. 1x4 or 4°x4" MIN: (PER ASTM C926) OVER PAPERBACK PER MFRS SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y" x 9" ANCHOR BOLT w/ 2" WASHER, SET IN (1)" TAPCON (MIN. EMBEDMENT 1 4") 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN- 4 SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK(+Y4 or + %4 WINDOW TO BLOCK (+3) 8" FROM EACH END and � 18' O.C. MAX WALL SHEATHING (TYPE ANp ATTACHMENT or METHOD PER "NAILING SCHEDULE" (6" MIN. EMBEDMENT -s 32" O.G. MAX) DOOR JAMB TO BLOCK (+%4" or +%4"} DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8" FROM EACH ENE) and SECURE GABLE TO 2x8 P.T. PLATE - 4A 4E SCALE: r.r-�' 18' O.C. MAX w/ 12d NAILS 8° O.C. MAX SCALE; I -I -0 MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 7B - ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14" WA2 TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED MID -POINT OF TRUSS SPAN NOTE: NOTE: Z" TEXTURED CEMENTITIOUS or 10'-0" O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 16" TAPCON C926) OVER CM - ATT OR BLOWN -IN INSULATION DO NOT EXCEED 4° DO NOT EXCEED 1" 4" " (R -VALUE PER ENERGY CALLS) 4 (MIN. EMBEDMENT 1 ) 8 FROM EACH " ND and e 18" O.G. MAX GYPSUM BOARD OR z' HIGH STRENGTH 8" CMU BLOCK 8" CMU BLOCK o CEILING BOARD" DRYWALL DRYWALL (1) DRIVE PIN, 8" FROM EACH END and OHC. FILLED U -BLOCK w/ lU #5 P.T. 2x s" 18" O.C. MAX BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4 x4 MIN. 4 or Ix2 P.T. NAILER 1 SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING 16Ix" OSB (4" WIDE MIN.) MIN, SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE .300 SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 11" DOOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB /WINDOW 4 (ATTACHED TO BLOCKING SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and -a IS" O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2x6: OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)16" TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4") 8" FROM EACH ") THROUGH NON-STRUCTURAL MEMBER (lx or 16" OSB) END and 6 IS" O.C. MAX DOOR JAMB TO BLOCK (+1 % OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK or METHOD PER "NAILING SCHEDULE")SCALE: I'=r-0' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSSa IS" O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION MIN. HEAD SIZE .300 WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLAN (R -VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3yl 6") MIN. EMBEDMENT 14" (x x x x xx' SHIM AS NEEDED 4F \y V�> TO PLUMB JAMB. SCALE: r:I'-0' METAL DRIP EDG - " GYPSUM BOARD OR 1° NIGH DO NOT EXCEED P 4" P.T. 2x8: 2x6 STRENGTH CEILING BOARD 8, CMU BLOCK SUB -BAN - SECURE TO BLOCK w/ (2) 6" TAPCON-5 VENTED - —SONG. FILLED U -BLOCK w/ " DRYWALL NOTE; (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT -- (1) #5 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDEE) END and IS" O.C. MAX PER PLAN (SEE WINDOW/DOOR JAMB BLOCKING or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �" OSB (4' WIDE MIN.) TO PLUMB JAMB. 1 WINDOW (PER PLAN), _ (SIZE AND REINFORCEMENT DOOR CASING DO NOT EXCEED 4 6218p0IC�MAXS 8" FROM EACH END and ATTACHMENT PER MFR. �PER PLAN) DOOR JAMB /WINDOW7 SPECIFICATION (ATTACHED TO BLOCKING 8" CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS" DRYWALL MIN. HEAD SIZE .300 P.T. Ix4 or x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" NOTE' (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL Lu/ 6" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4" TAPCON PLACE SILL (PER BLDR _l 2' GYPSUM WALL BOARD EACH ENP and IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH 2' TEXTURED CEMENTITIOUS 1) #5 REBAR VERTICALLY IN WINDOW TO BLOCK +1 1i6„ PER MFR'S SPECIFICATIONS) oND and a 18" O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL ( „} NOTE: C926) OVER CM" (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 %6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8" FROM EACH END and e IS" O.C. MAX 8" CMU­ 4 THROUGH NON-S7RUGTURAL MEMBER (Ix or " OSB) 4" P.T. FURRING STRIPS 16" O.C. 4C SCALE: I'=1'-0' 16 MIN. SHANK SIZE .145 w/ 4" TAPCON MIN, 14" EMBEDMENT INTO BLOCK MIN. HEAP SIZE .300 — MOOD BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK (+3y 6") SHIM AS NEEDED 7 P.T. (2) 2x6: TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) 1 ,_ SECURE TO BLOCK w/ (2) 4" TAPCONS --CONCRETE SLAB DO NOT EXCEED 4 4G SCALE: i -1 0 I" (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4) 8 FROM EACH o �XTERIOR ND REINFORCEMENT) 8' CMU BLOCK END and IS" O.C. MAX WALL FOOTING" DRYWALL UPLIFT UP TO 1,115 Ib or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER 5IMP50N HT620 w/ (10) 10d NAILS TO TRUSS d (2) DRIVE PINS, 8° FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING P.T. lx (4' WIDE MIN.) 1, 1@ 18" O.C. MAX 2 SINGLE STORY SCALE: s/4'=I' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPGONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING " UPLIFT UP TO 2 350 Ib ONTINUOUS BOND MIN. EMBEDMENT 14 BATT INSULATION ADHERED TO CEILING 8" GYPSUM BOARD OR z" HIGH PER MFR'S SPECIFICATIONS (2) 5IMPSON HT520 EACH SIDE OF TRUSS w/ BEAM BOARD (R -VALUE PER ENERGY GALCS' STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4" TAPCONS -. _- -- -- P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4" TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or 16' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS 7 c7 a (MIN. EMBEDMENT 1 4") 8" FROM EACH / I" TA N I" EM a X 18" 0 G --- and MAX Lu/ 16 PC END _- -- - TAPCONS MIN. or �_wOOD 2" COVER (2) DRIVE PINS, 8" FROM EACH END and oP NING zz' X 3m.MSN. CASING AT SIDE WINDOW TO BLOCK (+2 %4) 2' APART a 18' O.C. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE: N.T.S. WOOD CASING GYP. 5 MIN. HEAD SIZE .300 4D SCALE: I'=1'-0' SCALE: N.T.S. 1" BOARD (TYP) MIN. EMBEDMENT 1 4 A R C H I T E C T3 DesnGrouoc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ym,, CANTWELL 1012079 DA/rE: 5/17/18 I S (MALE: 1/4"=f—O" EET D I 11111111111mu SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ym,, CANTWELL 1012079 DA/rE: 5/17/18 I S (MALE: 1/4"=f—O" EET D I NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE2x LBW (STUD 51ZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 4 LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 0.5.8. or Y" CDX PLYWOOD - ad RING SHANK GUN NAILS s 4" O.C. -8 SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS a 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. :........_ :... . ECURE 2x TO CMU w/ (3)Y" x 9" ROOF SHEATHING 70 GABLE END FRAME USE ad RING SHANK GUN NAIL5 � 4" D.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET DUBLE TOP PLATE TO STUD OUBLE TOP PLATE 70 STUD IN 51MP50N OR U5P HIGH w/ SIMPSON 5P4 (U5P 5PT4) w/ 51MP50N 5P4 (U5P 5PT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6" MIN. 6 32' O.C. MAX 6 32" O.C. MAX EMBEDMENT) 2x 5TUD5 6 16" O.G. MAX 2x STUDS 6 16" O.C. MAX CDX EXTERIOR PLYWOOD or N2" APA -RATED 0.5.8. (AS PER MANUFACTURER'S UNLE55 NOTED OTHERWISE UNLE55 NOTED OTHERWISE INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS e 4" O.C. Q SUPPORTED PANEL NOTE: (])ANCHOR BOLT EDGES AND ad RING SHANK GUN NAILS 6 6" O.G. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. Lu LOCATED 6" FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 RD BL OCKING 4" TOP CHORE) BLOCKING Mlp-WALL ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' D.C. EDGEWISE. BOTTOM (1) NEAR MID -CENTER BLOCKING MID -WALL 2x4 BLOCKING A7 ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES -8 EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 -"GYPSUM WALL BOARD ' O.S.B. or Y" PLYWOOD or �6" ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS ,w 4' O.C. or RAFTER - "GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP k BOTTOM PANEL AND ad RING ROOF SHEATHIN U "5 REBAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS e 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS 51ZE HEAD LENGTH DIAMETER TEN5ILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING (16-20 RINGS PER INCH) I -TF CONC, POURED CELL Y' x 9' ANCHOR BOLT w/ 2" WASHER (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" zEMBEDMENT MIN. 6 32" O.C. MAX SECURE BOTTOM PLATE TO Q SLAB w/ (1) IOd CUT NAIL TUD TO BOTTOM PLATE w/ ONGRETE SLAB[1 `° (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX 51MP50N 5P4 (U5P 5PT4) 6 32" -- AND REINFORCEMENT) ,f °� -- - N F O.C. MAX ONCRETE SLAB ONCRETE FPLAN FOR 51ZE ROU FOUNDATION BUILpI(SEE FOUNDATION PLAN FOR 51ZE _... -N� LENT '---�—ANTERIOR BEARING -WALL FOOTING (SEE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMINGAND REINFORCEMENT ' `XTERIOR WALL FOOTING N7ERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RINGS�+ANK GUN NAILS � 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) TOP h BOTTOM EDGES _.__. - AND RE INFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCALE: 3/4'=I' -O' 4A SCALE: 3/4'=I' -O' 4B SCALE: 3/4'-1'-0' L ltl c • a ad RING SHANK GUN NAILS e 6" O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED °C ROOF TRU55 ROOF TRU55 Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE z - SECURE TOP PLATES w/ I(-od COMMON NAILS a 4' O.C. LU _ 2-ROW5, STAGGERED z z ? TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING—_0OU5LE TOP PLATE TO STUD a = �? (0.5.5. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMPSON 5P4 (USP SPT4) o — 2x WOOD or METAL STUDS a 32' O.C. MAX z� 4o `� 24" O.C. MAX 2x CONTINUOUS STRE55 z 6 (Lr qa (NOT LOAD BEARING) LuSd RING SHANK GUN NAILS 12" BLOCKING MID -WALL 2x STUDS a 16" O.C. MAX z u' O.C. IN FIELD UNLE55 NOTED 0THERW15E z ' 7 2or 5T FLOOR STUDS TO 2ND FLOOR STUDS z w a ad x 3" SCREW SHANK BALLISTIC NOTE: SECURED w/ 51MP50N OR U5P M5TA36 6 V,ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0°�4" T$G SUBFLOOR (ATTACHMENT �4" TSG SUBFLOOR (ATTACHMENT n o NAILS a 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER 'NAILING SCHEDULE") z - METHOD PER 'NAILING SCHEDULE-) SHEAR WALLS. UNTHREADED SHANK TO EXTEND TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 BEYOND THICKNESS OF RE -ENGINEERED FLOOR TRU55 x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TeG SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL FOR WALL SHEATHING TO ALL EXPOSED MEMBERS 2x STUDS 16" O.C. MAX 3 ' (0.5.5. 70 BE STRUCTURAL GRADE) SCALE: 3/4=r-0' \-------DOUBLE TOP PLATE UNLE55 NOTED OTHERWISE 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING -a MID -WALL ECURE BOTTOM PLATE TO SLAB w/ NOTE: DIAGONAL BRACE 6 CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS �' x 9" ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS s 16" O.C. MAX SET IN SIMP50N HIGH STRENGTH DIAGONAL BRACE TO BE s ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.G. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 6 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL TUC) TO 50TTOM PLATE w/ 0'-0" - 30'-0" USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX SIMPSON 5P4 (USP 5PT4) 6 32" 30'-1" - 60'-0" USE (3) X -BRACE N- �- O.G. MAX `' $# (1) X -BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTINGNTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRU55 ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE - - - - - TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT AllX �'xY �X �_ �� k V Y Y `v. �� ti �i x, , ,� k 5B SCALE: 3/4'--l'-0' SHOWN w/ CMU (FRAME CONDITION _ 5A SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS GABLE X- BRACING- INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=1'-0' _11or 10'-0" O.C. MAX A R C H IT E C T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 CONC, POURED CELL Y' x 9' ANCHOR BOLT w/ 2" WASHER (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" zEMBEDMENT MIN. 6 32" O.C. MAX SECURE BOTTOM PLATE TO Q SLAB w/ (1) IOd CUT NAIL TUD TO BOTTOM PLATE w/ ONGRETE SLAB[1 `° (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX 51MP50N 5P4 (U5P 5PT4) 6 32" -- AND REINFORCEMENT) ,f °� -- - N F O.C. MAX ONCRETE SLAB ONCRETE FPLAN FOR 51ZE ROU FOUNDATION BUILpI(SEE FOUNDATION PLAN FOR 51ZE _... -N� LENT '---�—ANTERIOR BEARING -WALL FOOTING (SEE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMINGAND REINFORCEMENT ' `XTERIOR WALL FOOTING N7ERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RINGS�+ANK GUN NAILS � 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) TOP h BOTTOM EDGES _.__. - AND RE INFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCALE: 3/4'=I' -O' 4A SCALE: 3/4'=I' -O' 4B SCALE: 3/4'-1'-0' L ltl c • a ad RING SHANK GUN NAILS e 6" O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED °C ROOF TRU55 ROOF TRU55 Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE z - SECURE TOP PLATES w/ I(-od COMMON NAILS a 4' O.C. LU _ 2-ROW5, STAGGERED z z ? TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING—_0OU5LE TOP PLATE TO STUD a = �? (0.5.5. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMPSON 5P4 (USP SPT4) o — 2x WOOD or METAL STUDS a 32' O.C. MAX z� 4o `� 24" O.C. MAX 2x CONTINUOUS STRE55 z 6 (Lr qa (NOT LOAD BEARING) LuSd RING SHANK GUN NAILS 12" BLOCKING MID -WALL 2x STUDS a 16" O.C. MAX z u' O.C. IN FIELD UNLE55 NOTED 0THERW15E z ' 7 2or 5T FLOOR STUDS TO 2ND FLOOR STUDS z w a ad x 3" SCREW SHANK BALLISTIC NOTE: SECURED w/ 51MP50N OR U5P M5TA36 6 V,ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0°�4" T$G SUBFLOOR (ATTACHMENT �4" TSG SUBFLOOR (ATTACHMENT n o NAILS a 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER 'NAILING SCHEDULE") z - METHOD PER 'NAILING SCHEDULE-) SHEAR WALLS. UNTHREADED SHANK TO EXTEND TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 BEYOND THICKNESS OF RE -ENGINEERED FLOOR TRU55 x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TeG SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL FOR WALL SHEATHING TO ALL EXPOSED MEMBERS 2x STUDS 16" O.C. MAX 3 ' (0.5.5. 70 BE STRUCTURAL GRADE) SCALE: 3/4=r-0' \-------DOUBLE TOP PLATE UNLE55 NOTED OTHERWISE 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING -a MID -WALL ECURE BOTTOM PLATE TO SLAB w/ NOTE: DIAGONAL BRACE 6 CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS �' x 9" ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS s 16" O.C. MAX SET IN SIMP50N HIGH STRENGTH DIAGONAL BRACE TO BE s ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.G. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 6 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL TUC) TO 50TTOM PLATE w/ 0'-0" - 30'-0" USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX SIMPSON 5P4 (USP 5PT4) 6 32" 30'-1" - 60'-0" USE (3) X -BRACE N- �- O.G. MAX `' $# (1) X -BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTINGNTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRU55 ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE - - - - - TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT AllX �'xY �X �_ �� k V Y Y `v. �� ti �i x, , ,� k 5B SCALE: 3/4'--l'-0' SHOWN w/ CMU (FRAME CONDITION _ 5A SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS GABLE X- BRACING- INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=1'-0' _11or 10'-0" O.C. MAX A R C H IT E C T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA yl D-,i&E: 5/17/18 I SCALE: 1/4"=1'-0" SHEET ID2 nui � SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA yl D-,i&E: 5/17/18 I SCALE: 1/4"=1'-0" SHEET ID2 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS 1 RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) 10cl GUN NAIL 1x6 COLLAR TIE a EVERY OTHER GYPSUM BOARD OR �I�IEIG19 RAFTER w/ MIN. (3) 12d NAILS or m s " Ijp9plpl1 MIN. (4) 10d GUN NAIL Z" HIGH STRENGTH CEILING IMPSON VTCR or USP VTT 11111°�°' 2x RAFTER ° BOARD SPACING (1) EACH END INGLE 2x TDP PLATE AND 6'-0" O.C. MAX lx8 NAILER SECURED TO TRUSSES -T 11111111 BELOW w/ (2) 12d N AILS or (3) j z" GYPSUM WALL BOARD 11111111 GUN NAILS EACH TRUS 111111111 .............. 111111111 2x WOODS STUDS a 24" O.C. RAFTER TO TRUSS w/ 51MP50N (SIZE PER PLAN) ®� MTS12 or USP MTW12 ALTERNATE CONNECTION c (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ 51MP50N or USP M5TA24 SECURE BLOCKING TO TRUSS BOTTOM GHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-O' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRU55ES SLAB w/ 10d MASONRY ' NAILS -8 32" O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 SCALE: 3/4'-4-0'� 2x4 SECURED TO GABLE END w/ (2) 12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (o" - 5" O.C. MAX SIZE AND REINFORCEMENT) ATER RESISTANT BACKERBOARD (DEN5HIELD) 2x4 RAFTER 6 24' O.C. —1/2" DEN5HIELD (SEAT DECK MUST II P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON-BEARING WALL or 8 CMU BLOCK WALL APELA5TIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END) A WOOD STUDS SCALE: 3/4':1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) �-PRE-ENGINEERED TRUSS AULK BEAD BETWEEN DEN5HIELD 2x4 BLOCKING a EACH RAFTER ,l P.T. 2x4 5TUDS AND FIBERGLASS PAN APPLIED s 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) $' GYPSUM BOARD OR VARIES PER PLAN INSTALLATION 51MP50N N2.5A or USP RTIA " HIGH STRENGTH CEILING SHOWER PAN Q EACH RAFTER TAIL CONNECTIO BOARD (FIBERGLASS OR CERAMIC) 51MP50N Lam or USP A3 3 %$" a TOP OF EACH RAFTER CONNECTIO TOP CHANNEL (25 GAUGE)TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRU55 2 SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) SCALE: 3/4'4-01 5 SCALE: 3/4'--l'-O' 2" GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A SECURE 2x TO CMU w/ (2) %6" x 3' TAPCON5 ATTACHED TO EACH SIDE 6 12" O.C. WITHIN 8" OF EACH END AND 918° O.C. MAX%3" BOTTOM CHANNEL 5 ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or NRY DRIVE PIN � BLOCK w/ CUT NAILS NAL32' Bw/ WASHER � 1N. MO.COMAX. (MIN. SHANK 51ZE .145 - 8 MIN, EMBEDMENT OF 1 Y4") WITHIN S" OF EACH END AND Q18' O.C. MAX - - "" - - - - - - - -- ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) WALL SHEATHING (TYPE AND ATTACHMENT METHOD ri o -_ PER 'NAILING SCHEDULE') — -- ECURE 2x6 MIN. TO BLOCK w/ NOTE: P.T. 2x8 STUD BLOCK (2)y" x 9" ANCHOR BOLTS w/ 2"--- e STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT B WASHER SET IN 51MPSON or USP w/ MANUFACTURER ON STUD HEIGHT LIMITS. -- - - - - HIGH STRENGTH EPDXY - (MIN. (o' EMBEDMENT) ROUGH OPENING (UF TO S' -O') INTERIOR NON-BEARING WALL ul z -- ry n �- -- / B METAL STUDS SCALE: 3/4'=I' -O' ECURE 2x6 MIN. TO BLOCK w/ j (3)y" x T ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOU5 U REBAR VERTICALLY IN CONC. POURED WASHER SET IN 51MP5ON or USP - COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) RECAST OR POURED IN --- -- NIGH STRENGTH EPDXY (MIN. 6° C926) OVER CM PLACE SILL (PER BLDR) 8" CMU BLOCK - - EMBEDMENT ti r • e =. ,I FATHER STRIP MOLDING AROUND DOOR I (PER MANUFACTURER'S 5PECIFICATION5) 8" CMwi 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2" x 9" ANCHOR BOLTS w/ 2' - GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS 1°.MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME A SECTION 6 GARAGE DOOR BUCK ATTACHMENT SECTION _�c°"� ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4"=1'-0' SCALE: 3/4'=1'-0' B (BY OTHERS INSTALLED PER SCALE: N,T.S. MANUFACTURERS SPECIFICATIONS) A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 F:;m�_m 1--7, 01 ��o�mmmmr SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 12079 D,07E: 5 /17 /18 ' �� ALE: 1/4"=l' -O" SHEET ID 3 SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/p2 FOR GABLE BATT OR BLOWN -IN INSULATION X -BRACING REQUIREMENTS (R -VALUE PER ENERGY CALLS OVER *30 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED PRE-ENGINEERED ROOF TRU56 THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) - - OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLATE—-� x, Y AT FIRST (2) BAYS X n a x ATTACHMENT METHOD PER NAILING ATTACHMENT METHOD PER "NAILING SHEATHING SEAMS) :..:...0 SCHEDULE') SCHEDULE" (4'-0' O.C. METAL DRIP EDG � i v2" 8" GYPSUM BOARD OR HIGH METAL DRIP EDGE 2x6 SUB -BAN STRENGTH CEILING BOARD 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS AIL VENTED - SIMPSON 5P2 (USP 5PT24) 6 EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH 2 x 2" WOOD SCREWS ALUMINUM SOFFIT EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) SPACER - FOR CONDITIONS WHERE TRUSS AND PER FLAN ONT, 2x4 RAT -RUN ATTACHED TO PER FLAN- � ._ I STUD LINE-UP, USE A SIMPSON HILA - (USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS a 16' O.C. INSTALLED MID -POINT OF TRUSS WINDOW HEADER i; ALL INSULATION' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0" O.G. MAX 2x8 BLOCKING (SIZE PER PLAN (R -VALUE PER ENERGY GALCS) - ATTACHMENT (PER ASTM C926) OVER PAPERBACK BATT OR BLOWN -IN INSULATION LL� �n ED w/ (3) 12d i SECURED $' TEXTURED GEMENTITIDUS COATING MIN. -----WINDOW (PER PLAN) (PER ASTM C926) OVER PAPERBACK v PER MFR SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALLS) � NAILS � EACH EN 2 -LAYER WATER RESISTANT BARRIER, OVER x ` X' X � 'x: X _ EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT -----SECURE Zx4 TO DBL TOP PLATE w/ %8" x 6' 2 -LAYER WATER RESISTANT BARRIER, OVERINDOW SILL NAILING SCHEDULE THRU-BOLTS a32' O.C. MAX, then SECURE GABLE METHOD PER WALL SHEATHING (TYPE AND ATTACHMENT �� TO 2x4 w/ 126 NAILS 6 8' O.G. MAX METHOD PER 'NAILING SCHEDULE") WALL INSULATION or - RYWALL EXTERIOR BEARING STUDS (R -VALUE PER ENERGY GALCS SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N - CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [SIZE AND SPACING PER NOTE 021, HGA10 24" O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] or 'a" T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN M6TA24 6 32" O.C. MAX I'-4' MIN. FROM 2nd FLOOR LIN METHOD PER "NAILING SCHEDULE") _ (or EQUIVALENT INSTALLED PER MFR'S SPECS) � _ FRAME WALL SECTION GABLE ROOF 4B RAILING DETAIL CONTINUOUS 2x6 w/ (6) 16d NAILS s 3 SCALE: 3/4'=1'-0' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 - RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B - NOTE:HINGLES OR TILE (PER BLDR) A BATT OR BLOWN -IN INSULATION 8" GYPSUM BOARD OR z" HIGH HANDRAILS WITH A CIRCULAR CROSS (R -VALUE PER ENERGY CALLS OVER 030 FELT PAPER (DR APPROVED STRENGTH CEILING BOARD PRE-ENGINEERED ROOF TRUS PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF i THE FBCR, 6TH EDITION (2011) CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 4 INCHES (32 MM) DOUBLE TOP PLATE AND NOT GREATER THAN 2 INCHES (51 MM). Y" � x X k X_ _ (l) 05 CONTINUOUS REBAR RECAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT 1" OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), 1 (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG / - ATTACHMENT METHOD PER "NAILING ATTACHMENT PER MFR. I PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN SCHEDULE") SPECIFICATION �4' VENTED MAX GREATER THAN 6 INCHES (160 MM) WITH 4 A MAXIMUM GROSS SECTION OF DIMENSION ALUMINUM SOFFIT -1 GYPSUM BOARD OR HIGH OF 2 a INCHES (51 MM). EDGES SHALL HAVE $" TEXTURED CEMENTITIOUS COATING MIN. " " A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM C92(o) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION rt�"� EXPANDED METAL LATH OVER APPROVED—SIMPSON 5P2 (USP 5PT24) EACH 2X8 STUD (R -VALUE PER ENERGY CALLS) r - -- 2 -LAYER WATER RESISTANT BARRIER, OVER # PRECAST OR POURED IN 000 UPLIFT CONNECTOR PLACE SILL (PER BLDR" GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT - METHOD PER "NAILING SCHEDULE" " TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN FULL WALL NIF— COATING MIN. (PER ASTM CONC. POURED CELL 2x8 SYP "2 WOOD STUDS 12" D.C. MAX C926) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE _ Y BETWEEN THE Y" DIAMETER ANCHOR BOLT - 4 P.T. FURRING STRIPS 16 O.C. .1 HANDRAIL AND THE 12 O.C. MAX w/ 1 EMBEDMENT l I Y Y 8' CM WALL SHALL BE 1 Y2' w/ 2' DIAMETER WASHER 2' GYPSUM WALL BOARD MOOD BASE2,, 2x(5 SYP2 WOOD STUDS a 12" O.C. MAXSIMPSON SPI (USP 5PT22) 42' KNEEWALL _._ EACH 2x8 STUD 1) COURSE TIE -BEAM POURED SOLID w/ -t W A CONCRETE w/ (1) "5 REBAR HORIZONTALLY I' j d ONCRETE SLAB RECAST LINTEL (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL 'WINDOW (PER PLAN), (SIZE AND REINFORCEMENT Z D REINFORCEMENT) 34' MIN. TO 38' MAX ARF. TERIOR WALL FOOTING ATTACHMENT PER MFR, PER PLAN) (SEE FOUNDATION PLAN FOR SIZE a SPECIFICATIONS l -� FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) w 1 TWO STORY SCALE: 3/4'=1'-0' 4A STAIR HANDRAIL TWO STORY SCALE: 3/4'=1'-0' z , PRECAST OR POURED IN PLACE SILL (PER BLDR i z" TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS 6 8' O.C. MAX 8' TEXTURED CEMENTITIOUS COATING MIN. (PER o o COATING MIN. (PER ASTM i_ (R -VALUE PER ENERGY CALGS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL '_ C926) OVER CM - —-CONTINUOUS 2x4 w/ (4) 16d NAILS � TOP n � �" GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS -0 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) I Lu 4" P.T. FURRING STRIPS @ 16" O.C. 3/4' T6G SUBFLOOR (ATTACHMENT ATTACHMENT METHOD PER "NAILING SCHEDULE' BARRIER, - " TSG SUBFLOOR (ATTACHMENT t° - '' U "5 CONTINUOUS REBAR 6 16' O.C. MAX, IN METHOD PER NAILING SCHEDULE 4 CONCRETE POURED CELL XTERIOR BEARING STUDS - METHOD PER NAILING SCHEDULE) Sd RING SHANK NAILS s 4" O.C. [SIZE AND SPACING PER NOTE a. a z (VERIFY PER PLAN) MAX INTO BLOCKIN #21,UNDER CATEGORY TIMBER � LL, WOOD BASE ' ON GENERAL NOTES SHEET GN) z � RE -ENGINEERED FLOOR TRUSS PRE-ENGINEERED FLOOR TRUS � (MIN. IN 5LA8� - EMBEDDED STRAP ONTINUDUS 2x6 w/ (6) 16d NAILS f° °� REBAR 48' LONG w/ 6' HOOK BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48 O.G. w/ (5) 12d NAILS 7B for EQUIVALENT) 76 6IS A NAILER FOR WALL SHEATHING WA (PER PLAN) WA2) • EACH EN 4" CONCRETE REINFORCED w/ FIBERMESH AT 8' GYPSUM BOARD OR �" HIGH F ! _ STRENGTH CEILING BOAR z" TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM z A RATE OF .151bs PER CUBIC YARD ON 6 -MIL - -- � o POLY ETHYLENE VAPOR BARRIER ON WELL g' GYPSUM BOARD OR 2" HIGH CONC. FILLED U -BLOCK w/ C926) OVER CMU " • • COMPACTED CLEAN TERMITE TREATED FILL STRENGTH CEILING BOARD (l) *5 CONTINUOUS REBAR -- -- z cr 0 F%" roll ( 3) "5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. FILLED U -BLOCK w/ m u _ 21/10' 14 BREAK WITHIN I'-4" MIN. FROM 2nd (1) 15 CONTINUOUS REBAR PERPENDICULAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=1'-0' PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=1'-0' A R C H I T E C TS DesignG rou�r. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003326 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 1 DATA: 5/17/18 I SCALE:1/4Y"=1'-0" SHEET 1) A .mmmmmmmmp SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 1 DATA: 5/17/18 I SCALE:1/4Y"=1'-0" SHEET 1) A M5TCM40 1/16' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING�,- 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16'0.6.5. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS �i 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING SCALE: V.S. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD n, 2x4 EXTERIOR WALL -�� - STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40-----,,, ( INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD -- 2X6 EXTERIOR WALL `__STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: *MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Y' 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) I6d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Y' NTT -4 SECURED TO STUD W/ (20)10d X I ' NAILS 2X EXTERIOR WALL STUDS qQ 1� a • � r / • 9 • 60 . u ELEVATION VIEW A SCALE: NT9. SECOND FIN. MASONRY WALL ELEVATION VIEW B SCALE: N.TS. 2X EXTERIOR WALL STUDS SECOND FIN. FLR IDS ' T t G SUBFLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' ..•.,. PLYWOOD " T t G SUBFLOOR GLUED 4 ^ NAILED AS PER NAILING SCHEDUI 2X6 BOTTOM PLA 2X6 EXTERIOR WALL STUI 1/16' O.S.B. SHEATHING OR 1/2' CL.. PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1/16' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR U PLAN VIEW - 2x6 WALL MASONRY WALL` Q 4 PRE-ENGINEERED FLOG TRUSS (GIRDER DRAWN) A I ► 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.T.R BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: V.S. TOP OF WALL PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT-4 SECURED TO STUD W/ (20) 10d X I J' NAILS 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) SOLID BLOCKING REQUIRED UNDERNEATH STUD i� C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: V.S. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 05 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY 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) 05 CONTINUOUS REBAR A R C HIT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 \OOOOODOODJ SU$DiV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA *) D E: 5/17/18 ALE: SHEET _ NOTE: SECURE EACH KING STUD TO TOP PLATE w/ � STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN I'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE r� EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS = - [SIZE AND SPACING PER NOTE 021,N m q CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON - - GENERAL NOTES SHEET GN)] CONTINUOUS 2x4 w/ (4) lbd NAILS a TOP _ —DOUBLE TOP PLATE OF FLOOR TRUSS (TOP 2x4 SUPPORTS RIPPLE STUDS 6 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALLKING STUDS SIMPSON MTS12 or USP MtW12 --.__- - ---- (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER a 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES _ _ - _- -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) (SIZE PER PLAN) --SECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTER SECURED TO TRUSS w/ %s' x 5' (EACH SIDE OF OPENING) LAG SCREWS 24' O.C. MAX _ •. MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) Ibd NAILS 0 (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING - (SIZE AND REINFORCEMENT CFOR DOOR /WINDOW DETAILS AND SPECIFICATIONS) PER PLAN) OPENING _ _ XTERIOR BEARING STUDS LEDGER CONNECTION AT FLOOR TRUSS, .=- /[SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIM ON -- 1 PERPENDICULAR >: : 3/4 =I 0 "l' GENERAL NOTES SHEET CN) ] 4.11 CURE EACH JACK t KING STUD ROOF SHEATHING (TYPE AND NOTE: -ATTACHMENT / TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 METHOD PER 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN V-4' MIN. FROM 2nd -;'::� - STUDS, SECURED BETWEEN FLOOR LINE "' ECURE BOTTOM PLATE TO SLAB w/ TRUSS BAYS w/ (3)12d NAILS PRE-ENGINEERED ROOF CRUS -- n EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, lJ / x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EACH EN �� _ -�g UNDER CATEGORY TIMBER ON - -." :, EPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PL GENERAL NOTES SHEET GN)] _ _ - ' "' EMBEDMENT MIN. ,@ 32' O.C. MAX MTS12 0 EVERY STU --- ,' 2x BOTTOM PLASIZE ` --��--��. EXTERIOR WINDOW DOOR OPENING IN FRAME 4 WALL DORMER ATTACHMENT ANT OF ST DS PERCPLAN SIMPSON MTS12 or USP MTW12 _ SCALE: 3/4'=r -m' 6 TWO stoRr SCALE: 3/4'=1'-m' TO LEDGER a 24' O.C. _ - -ENGINEERED FLOOR TRUSS ECURE EACH KING STUD t0 TOP PLATE w/ IMPSON SPS or USP SPTS DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %s' x 5' - SIMP50N SP4 or USP SPT4 TOP t BOTTOM LAG SCREWS s 32' O.C. MAX - IFOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) a. BEDDED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS RE -ENGINEERED TRUSSES w/ TRUSS CAST LINTEL PRE(SIZE ri CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) AND REINFORCEMENT �—DOUBLE TOP PLATE " HEADER OUBLE TOP PLATE VA PER PLAN) RIPPLE STUDS a 16' O.C. MAX (SIM PER PLAN) LEDGER CONNECTION AT FLOOR TRUSS --KING STUDS (SEE MINIMUM WALL AND HEADER SCUD tA24 6 EASCHH JACK STUD 2 PARALLEL SCALE: 3/4'=r-0' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN . . 2x8 SYP 02 WOOD STUDS a 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN �' OF SECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX. (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING: 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)161) NAILS s TOP OF C (SEE 'MINIMUM WALL AND HEADER STUD JACK STUDS t (2) KING STUDS EACH ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) �- EXTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 1116' O.S.B. SHEATHING OR 1/2' CDX` [SIZE AND SPACING PER NOTE 021, WITHIN 6' FROM EACH END 4 NO MORE 2X EXTERIOR STUDS PLYWOOD OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES _ _ =' " .% GENERAL NOTES SHEET GN)] -- - NOTE: ROOF CONDITIONS MAY G JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d VARY ,% NAILS, (2) WITHIN 6 FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR. �� �� �oWINDOW SILL w/ CRIPPLE STUDS 0 I6' O.C. r� ECURE EACH JACK i KING STUD t0 BOTTOM PLATE w/ SIMPSON SP4 DIAMETER ANCHOR BOLT 12 O.C. MAX w/ 1 EMBEDMENT w/ 2 DIAMETER o� �o� o / or USP SPT4 • • WASHER TOP OF WALL v� ' HEATHING TO LAP TO TOP OF MASONRY WALL. 00 SIMPSON or USP MSTAM24 EACH JACK - - _ SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ l3) Y' x 1 %' TAPCONS TO PRE-ENGINEERED FLOOR TRUSSES CONT. 2x6 w/ (6) lbd NAILS g BOTTOM OF FLOOR TRUSS -- - FROM 2ND FLOOR LINE _-__ _ _ CMU w/ MIN. 2' COVER t 2' APART 2x8 BOTTOM PLATE (BOTTOM 2X615 FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'=1'-0' TWO STORY SCALE: 3/4'=I'-0' 7 TWO STORY SCALE: 3/4'=I'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �000000000� SUBDIV. ac LOT: KENSINGTON RESERVE (LOT#112) DAO DEL- SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DA'C'E: 5/17/18 SP(ALE: 1/4'0=11-0)) SHEET D Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - 311,ding GIs" Doors - DOUBLE PANE LOW E F #e Part # nit $120 Dgurloogn Masonry i Frame nin Part # Unit Size Descdotlon Masonry Openina Fnme Openina Sliding Glass ;Doors Vinyl FL## Windows 14634 L0432426 EA X 12/0 8/0 DOOR SGD POCKET ALUM WHITE W SCRN ( ) / n �" . 1431/2 X 951/2 TO 1901 2 �� 16100 L0369270 EA 26 TW 1/2 EYEBROW _1111._ 1111. ,.. H WHT W/GR & SCRN WOW VINYLS..._.... 741/2" X 95" _ 1111 14634 16100 ,0367192 I EA I 26 TW W/ARCH I CRN WOW VINYL SH W/GR & S1. 741/2" X 76" 1... 1.. ..,. .. L0434206 EA 12/0 X 8 0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2"' 14634 ,.. ., 111.1 _ : . , ,0429616 EA ., _ 16 0 X 8 0 / / ., .. (WHITE) DOOR SGD ALUM WHITE W/SCRN L , 1111... _ ..,..._.... .u,, 191'" X 961 2" - TO 286" I / I .., 11'' ,_._ .1.1..._1 .1..__.._., ..1 ,"', . ,1111.. - , .. 16100 L0297193 I EA I 26 TWIN _ _1111 1111 _ ._ ... ...,..... 1 WOW VINYL SH CLEAR NO GR W/SCRN I _.. ............ . .. . 741/2" X 72' I — _ ................._ ' " . .. 1..__ ..._ 111.. . 1111 ... 1.111, . " " 14634 ., ,t1 w. L0354136 :I EA �,...,.,...".S..111 1 ..,..... _ . _ 1 ,, ..._ 5/0 X 6/8 .._ I DOOR SGD ALUM W/SCRN '► "� Z/2 _ . 111.1... � w..,_...,__.�...__...__ ._....,w, 16304 ,0426486 I EA _,1.11, ,,.+ 2626 FX w....,._ , __ 1.111_ .._-_- l 1 " ._ 1 ",, , ,. _,._.....,.. � WOW VINYL W/GR1­1 ., ., . 1111_ . ..,.._......,.......m.-.. _._. _ 111.11 11 11 . 1 -.1130 X 30 14634 ..,,.... 1111,, I......, 1111, 1111- ..,_W ,,.....,. ,1- 2 EA 1111 111_1,., . ,.. ,..,....,... ...«1111 1111.. ..........,...,.. I /4 X 8/0 _. . ,.- _. ,._,...,__621/4 ............. 1111. _......,... ,......,..........,... .,...,... :1111-� ...,...:._...,......_..,., .,: 1111.. m.. ......,. ..-.._ DOOR SGD ALUM WHITE W SCRN (WHITE) ) , ....I__.........,,, 1X-81 .._ �__. n NN 621/4 X 961/2 . ,..__._..., ...,.., . , ._...,._ ..1-- , _ ,..- :. - ,»._. ._ .,. __ 1111_. 36103 ,0367491 .._.._...._...._ .. EA 1 1 ", _. 2640 L...... .__.... 1111_... , .. ., ... WOW VINYL SH CLEAR NO GR W%SCRN I. 1111. N 1! 3� X48 14634 _. 1111_ 1111 1111,.. 1111.. ..�1 ,. 111__1.._ , , LO295466 EA I A...._... 1111. 1111 1111- 1111 .. 1111 ............ _.-11.11 6 0 X 6 8 I / / ........ .............. _11_11 .. 1111.. .,. _... 1111. ...«........, ,. , 1 DOOR SGD ALUM (WHITE) W/SCRN- I 741/4"X811/2" I 16104 L0366994 I EA I 2650 FX ,. L WOW VINYL SH CLEAR NO GR NO SCRN _.: .-._ I I _ _ I'll .1 30�� . 1111 � _ 1111 , ... :... �. ,.1/ �.� 1111 . 14634 .... .... .. L0295467 : EA _ 6 0 X 8 0 j / _ _ _ . __ DOOR SGD ALUM WHITE W SCRN ( ) / 741J4" X 961/2" 1 I 15317 ,0354138 I EA I 2850 _ I_. WOW VINYL CSMT W/GR &SCRN I , 1111.. . . _:_, 1111. _ 32 X60 _ . 14634 1111.. 1111. 111:1., 1111.. c, .. , .. 1111 ... EA ,0303298 11111, ._........-. ... .. _..,...,.. ,, . 1_111 ... .. .. , `` 8/0 X 6/8 L ......,..... ..1.111... _ "I _.._.. ,. ,,,, _.... , ... 111._.....1.:. DOOR SGD ALUM WHITE W SCRN 1 ) �...._ , ... 1 ..._.1 ... ..........._ fI If �. 981/4 X 811/2 ...._ _ ,1111. __.. .. . .... . . . 1111.. 16103 ,1040440 EA I 2860 __1111 L . , _WDW VINYL SH WHT»W/GR &SCRN L ., .. _. 1111. 1111 1111. ., _... _.._. 1111. 111:1.. 2" X 72"' 14634 .. ... _ _.,. ... L. ,0310660 E A I ............. .._.........._ ._ . 1111.., 8 0 X 8 I / /0 _1111.._ _....... .-_ . .. _ ....- . M WHITE W SCRN DOOR SGD ALU",1 ( ) /_. I ._ ... , .. _,__ ------'r------- � ... _1111. .__. 111181 ,. 981/4'X 961/2 _ .._ 111_1 _. _ � I . , . _,1111_.,. �. _ 811 2" _ 1111._ , ., 11.11 . . _.. .. ................ " " 11.1__1 , . . ...._...._ 16104 16104 L0296557 I .__._ . _- ,.. ... 1111_.,, ,0429520 EA ... _ EA 3/0X3/0 FX TMP r ,-I ..._..,.. , ... . _ _. __ . 3024 FX TEMP I WOW VINYL SH CLEAR NO GR .. .. .. .._ I.. WDW VINYL FX CLEAR NO SCRN I ... -' 1 1 ......... . ... �.. �.. 36" X 36" _ ........ 1111 _... . 3fi" X 28' ,0329528 EA 9 0 X 6 8 DOOR SGD ALUM (WHITE) 2" X 14634 ,0298914 EA 1 9/0 X S/0 - .....:.. ....,.... ..-»...->.... , 1111,.. DOOR SGD ALUM W SCRN I / Nf N 1081/2 X 96 Z/2 L,..._..., 1,", , ...._ ._ - 16103 ,1040450 .. 11:11.-. ._ .....,..__ ,_.-, ....... EA I 1.111., _.., 1111.. 3030 _.. , 11111 ... .. ..-.. 1111 1111 . & SCRN I WOW VINYL SH wHT WJGR.... _1111 _.. .11- ....: .. _ .... 1 - 36 X 36 ..-. ... _ ...., .. ... -1 ,.- ..., ...... ... :1111 „.:.,,.1 1111 .. :1111.. .. ,-�..,... 1111 1111_ 1:_111 .. _,. .,.... ., 1111.. .. 11_11.-: �... .............. .. 11.11.. __.. _... ... -, _... _. _.,. .�.... 1111-...L.,,.... 1111 a,..__ . .,.,..,,.. 1111 1111 ... -_1111... .__.. _.. ,. , ..,--_, _... 36104 16103 16103 Lfl317308 , ,: ,11.11 _ ,I L0298924 .- __I _.. 1111.,_ ,._» 10365362 I _ n - -................r.._ EA I .___ EA ., I EA I 3030 FX _ ... _.. I_ 3030 FX ARCH TOP 1111... L...... 3030 W 1/2RD / _....,__....._.. ,.. _.,...... _,__. 11_11_ .,._ .. _-.� . WOW VINYL SH WHT W/GR &SCRN» WOW VINYL FX CLEAR NO GR _. WOW VINYL SH WHT W/GR & SCRN ... . _.. ...__..,.._.. ._.. _... ,.._ .._....... _ �.._ , L. _.. � 11 11 . 36 X 36 3.." " 1111 6x40: It 11 36 X 59 .....:..... ... ... _ _.. Vinyl Fl# Windows 1111,., 1111_.. ,., 1111,. ,0460340 .. _111.1.. -1111. .. 1111. ......,:.. _ .._. _ .111 1.1111.. INY,,. 1111 E ,. _ . 1111 ... .......... 111_1 1111 ...-1111,.. _ .......... 11:11, .., ,.. 111_1.. ...._._...._....... 1111:.., . ...,......: , , . WDW VINYL SH CLEAR NO GR EA 1/4X1/4 FX TMP 1 I 1_1111._ I,.. ,....,.. .. 1111 ......__... __.. .,.....:. 1111... ._...... _.. _,.__ 1111., . _111.1, 16304 36103 ,... ... .... ,0432421 ,,..._,.. - _.-..__. ., ..,_....._,.. . 1.111. 1 111... "._.._..._.............. _ _.. _._ 1111- .._............ _..._....-... .._......_.,_._.. _ M__ -,_k.._.. _.......,1111 .,..... N " i E A 13 WOW VINYL SH CLEAR NO GR Wj5CRN 201/8 X 3S 3/8 I I �r201/8"k-50-5`/`­8' .. _ ._, µ _111.1._.. 1111... , .. _1111..._ 1__111. 16104 Lfl35 , 2195. . , EA .... , .3040 ... .. , ... ... AL WHT W/GR ., ... ,.. 1111. WOW VINYL OV . _. , - ,._. ... _ , „ 11 38 X 52 . 1111 _1111 _ 36103 1 * .... . .... :I ,0439$93 _ _ . ._, , _._., 1111. _ ,.._..,...w ..... . . ........... » 1 111.. -... _ II N 4 WOW VINYL SH W GR & SCRN 201/$ X 50 SJ8 I EA 1 /. 1 L_._, ....,.... , _.. _...M__ 1111 "" ,- _. ,., � _ .:._ ... _ ........� 1111._ . _ 1111 _1111.. 1111 , 16103 ,0369494 I . __, _.. ..»,_. EA __ _. 3040 .__ 1.111... , .. . _ , . , . _ .. WDW VINYL SH C,EAR NO GR W/SCRN I ........_........... . . ...... .. ._ 1111 - . ... ._.. . ...... .. , ., 3fi"X48" 161 04 .. .. ,0432424 _1111 . ........ .. . .___......... "" , , ,1 ..... .. - 1111.. .., 1111 11.11 . ,....,._. ._ . _ ... ......., . _ . __, ... .. HT W GR & SCRN EA 1433 FX NO FLANGE WOW VINYL FX W / I I 16" X 39" 16104 L0354140 ...... .. EA jr,I _ 3040 FX I _.. 1111.. WOW VINYL W/GR _. +.. ...- , . , 1111. _1:111 1111, 36" X 48n.... 16104 _ .. " ..... .; 4 ,0432 23 _ .. _ .. ........._:._.... 1 1 ,*,,,, 11_.11 _. .... _'1-1----- .. ,._ ........._, ... T W GR & SCRN _ _,_ 1111_ .- 17" X 39" EA 1433 FX W FLANGE WOW VINYL FX WH / I I I W/FLANGE I �... ... .- ..... .., _ 1111 161 00 L 0434443 _a...._.,. . _........ EA I 3040 TRIP 1 _ ... .._ _. ,.,. .. _ .. , .1..11 WOW VINYL SH CLEAR NO GR W/SCRN .. , _ 1111., 1111. 111.1 �.. 1. _ .,. _ ... _ _.. � 109" X 48" _ _ _.. 16103 ..._ 1111 _ ,0369271„ ., .. . .1111. ... .. . . _ „ _..: „ , . _1111.. TOP WOW VINYL SH WHT W GR &SCRN 20 Z/$' X 67" _ _ _ ._. _ ,.. _1111. I I EA I 151/2 ARCH O 1 / - . _L'I 36100 ,0423133 ( EA 3040 TW 1/2. EYEBROW I WOW VINYL SH W/GR & SCRN L_ .. n " 721/2 X 52 . 16103 ,0369273 .I . . _ _ _ VINYL H WHT W GR & SCRN 201 8" X 76" A 161 2 ARCH TOP WD V L S / I / I E I J i... 111_1_..__ 1111.,. ._, 1111... 16100 L0434428 I ...__ -.11-1 ,_ _.1 1 ... ,... EA 1 1 ._ .. 3040 TWIN ',_.... .w , _ _11 ...... ..... . ..._ I WDW VINYL SH CLEAR NO GR W/SCRN I _. _ 1.1.11. .. __ _ ... _... ........ .. I 72 1/2" X 48" . ... .._ 16103 11 .. .... .. ,0429521 - 1111 ... -,. 1111 _ .....:.....-_... 11_:11. .. . __111_1 .. ... _1111, .....:.._.. ...-..,.._.... 11_11... 1111 ... 11_11._.. 11»11.. 1111.._. .. 1111.1111._ .. ............ .. _:1111. 11_11.. _1111. .._...,...,. 1111,.. ........ 1_111 . 1111 N EA 1620 FX WDW VINYL SH W/GR NQ SCR _m., . 1111.1 .,__...,,. ._....._,., ,..:...,... .. 18" X 24" .._ _1.11.1___._.- ww _ -... _....._.r.,. 16203 ,0423134 . �.,..,-..r„.- �..._ ..,�_i,, ._ j� EA I 3040 W/1/2 RND I _ .. WOW VINYL SH W/GR & SCRN _1111_.. , , . .............. . ........... _ ..._ .. ...... -.. , 1111. w.., .I. tl 1111 36'X 70 . _... . _ ... .. 16103 ... .. .,: _ ,0430156 : ,. W._._., .1111..-...I__....,......,,.,... ........._ .......�...... _1111._., ....._......_ . _11__11 ,- —_..,w _1__111.._, .. _ _ ...� _.._.......».. ...,....,,....,_ .__ .._. WDW VINYL SH W GR NO SCRN ___ _... EA 1624 / I_.._ I I 18” X 28" 1111 1111, .._„ 1111, .. .._ , ._, .» 1111 1111. .. ,. .. 16103 ,0298921 ,...._..._..... ..� EA I , .. 3050 11111. ,. ,. WOW VINYL SH CLEAR NO GR W/SCRN L. 1111. .. 1.111 .- _ . _.......... �.. .,. 361 X W1! ,." ... 16104 _.. 1111 ...,. 111:1_ :. ;1111 104 34427 1111, . _... _.,_ _.. _... _ . ... _... 1111 I EA I 1634 FX R I WOW VINYL FX WHT wjG I .. , � .. 18 X40 16103 ,031730 7 I EA 3050 ARCH TO P _ W VINYL H W R & CRN WD S G S / I I IN 36 X64 .. , .. .. ... .. 1 16 04 - ': ,0439004 ARCH TOP WDW VINYL FX W G & S 1 R CRN1­11- EA $36 / 1 i 1 I , ... . . . ......... M 11 I 20 X 46 _ ... -..... _ 1.11---- ...... _.. .. , 16104 ,0367489 I 1111 _.. 11__11 1111., EA I ,. _1111. 3050 FX I _.., _. 1111-.. _ 1111._ 1.111... WOW VINYL NO GR 1111, . .., . ,,. _1111. 1111. _ 1111 _1111 .._........ ..._ .. , 1111. .., .. _ _ . .. 11 ... 1111_ 36'" X 60" - 16103 1111 _ .. .. ,0303300 1111.. _. _ ... __.M.. 1111 _1111 .._ . _.. _ __1111. _ 1111, ... _ 1111 _ . _ .. _ , ., ", ._ .. 271 2" X 26" R EA 1H2 FX TP WOW VINYL SH W/G I / �._,.M ._.,�w..,w 1111.. w_�. ...........:� 16100 L0366804 1111. _.�...._�.__w...�..._.. EA I ,,...,.. 3050 TPL I _.. 111.1. .�..r,�.. , _........... . ... 1111 ._ .,._r , .m,..._. WOW VINYL SH CLEAR NO GR W/SCRN , ........._.. ,, ,......,... ....,..,_ __. ... L. 109" X 60" _ ,........ . 16103 _ ... ,0412312 _ .,,.,m _._.L_.....1111 , ._._ ............._........ 1111. 1111 ,....__...__..... _ 1.11___1._-�_____.__... _111.1 w. 1111,, ......,_._r..........,.... �.. 1111., k......,.,�.�......._�,_.............»» r _,....,.�W_,.n.. EA 1H3 WOW VINYL SH NO GR W/SCRN 271/2" X 3$ 3/8" 1.....__..__.. .. -,. h _... ,....,., 1111.-_.., 1111. ..._:.,.... . ., .. .:. 111__1. 1111., ., . _ _ _ . 111_::1... _ _ 16100 ,0298922 , ._ , �I EA � 3050 TWIN L...., WOW VINYL SH CLEAR NO GR W/SCRN I .., ... . 1 _... _.. _1111.,. ,1111 .......,., 11 , _... - I . ... 721/2"X60" . r., 36 103 1111. 1111_-- .. 1111. :1..... ,0317304 _.. _ ... _ . - ..1 1.1 1__ . -1._. ..... .... ...... ......-. _..._ 1.111. , .-._._ _ , __ ,I:...... _ ,.._.,_.._. f1 CLEAR NO GR W SCRN 271 2"X50 5/8 EA iH4 WDW VINYL SH / I / 1 I 11111. 1_111 ... �._,... _ ,,-1111._ .___„_. ..._ ., ....v_ 16100 L0354148 I l---1-1----... ..-... _1111.-__. EA I ..._,.... ... 3050-4050FX-3050 _ _ .. .. 1111.. 111-11-_........ ..-_,.. 1111___ ., 1111.. .. - 11.11 ... L. WOW VINYL W/GR & SCRN _1111 .., L._ 1111 _._ _ ---. _ �,, NI �" 1111 121 X 60 111 . 1 103 6 ... .. ,0419869-11 .. .._ _111_1.. 11_11.. -1111._.. 1111 ._......_.. _ _. ,._..__.._... .. 1111_.. ,,._. ........:......:.,.-........,.....,.......,... .. ... ........... 1111- _....,,..._..• n ” EA 1H4 W 1 2RD WOW VINYL SH W/GR &SCRN � 271J2 X 6S 5/8 �. �.. I .. ,..,....: __ __ � , - ._ .. _ 1111_, ..........., 1111. _ _ 16103 ,0419409_ _ . _ _ I, I to ,� 3056 ARCH TOP„ I_ „ _ ^, WOW VINYL SH w/GR &SCRN I N __ ,.. ., W , _ 1.1 1 1, I., fl " X 70 11, _36 „ ---L" .. , . . 16103 _ ,0319054 :I _ .1 ... _.. _. __.. _11.11 ... _.. __ . _ 1111 _ .._ . -._ 1111 ... _. _ 1111 , 1111 . _ .._ ...�.._ ... , ... , ... 1111.._ ... II RN 271 2" X 63" EA 1H5 I WDW VINYL SH W GR & SC / � �_..._ l,....1111.._ 1.11 1. _1111. ,......_.. 11 11. I _.".,..._._ _1111_ .. 1111.» _.__.. ._ . 16103 ,0477376 ..,.--.._ 1 I"._.._.. - ,I„ EA I 1,111 .. 34 L 1111.. _,__ ... . WOW VINYL SH CLAR NO GR W/SCRN , .. 541/8"»X 50 5/8" ,,. , L.. -„_..,.. _ 16203 1111. ,. .. ,0419$70 , , _... _ _., _ . _.. 1 111..__ ” X 1"' CRN a71 z $ EA 1H5 W 1/2RD WDW VINYL SH W/GR & S 1 J »..,_...., _ . , 1-111_. .. 16103 L0367188 _ EA 35 1 L.. , 1111.. . _.. _..._ _. -1. WDW VINYL SH NO GR W/SCRN _ .. _.:_ .. . I 541/8" X 63" 1 ... ...... -1 .,. 1 L _ ... » _. _ . 16103 ,0432419 ­LL 271 2 X 72 NY SH CLEAR NO GR W SCRN I EA 1H6 WOW VINYL / I I............-,._. L. �:,.� �. _......,.,,..., 16103 L0329525 ! ...,,....,......,......,.__._._....,.....�...:.,... EA I 1111._.-1111. 35 ARCH TOP I ........:.,-1111 ...»,.........,„... ., _...,...., ...._...,......... ,.:._.....,..... _.._.._..... i WOW VINYL SH W/GR & SCRN ._. . .., ....._.. ,._._...._.., ,. ,. - . 111 ............. 111_1. . 541/8" X 67" _1111. . ..,.............. I.. NI f ... . , 1 ...r ... ..:. . „ 16103 . 1111. 11_11.,. 111:1 ,031 306... 71. _1111 1111., .....,........... .M.._.,..__.. 1111.., ........._.....__...,....»...._.,„,...._.....,._......._..._..._._,.........-l­­­­­--­l­.­ WD VINYL SH W GR & SCRN 271/2" X 76"1. . EA 1H6 ARCH TOP W/GR . �_ i 1111___ �.. I_.. .......... . ..... ... M... _.,., . 16103 L0364384 I , , _.....,...._ . _ 1111- EA .,.. _.,, .. I 36 ,I r," ,.._ ..._.... ... ... WDW VINYL SH W/GR & SCRN L L _... . .., . .111 1. 541/8 X 72 ... , 'II . .... ,._ 16104 .. ,0298906 ...... . ..... ... .... .._ _111 _ ._ _ .. 11 .. 1. . _11.1.1 ._ -1 ...1. __-, . .._.. -. 11 11,__. _ .I—- I—.._. 111.1. ._..,.._........__..,__,.-- WOW VINYL SH W GR & SCRN 271/2" X 90" ,_1..1.1.1. : EA 1H6 TMP W/1/2RD I / L...._.... 1........I 11.1.1.__ _ ....__...,..- 16103 L0327816 I _ EA I 36 ARCH TOP _ WOW VINYL SH W/GR & SCRN �. 541/$" X 76" . ... ....., . .I., 11.. 1.1 . . ... ... 1111,11..11 1...1-.-. _. _ .1 "I'll ._. ._- . __ _, _ .. _. - _ .. _ . ....._..,.._....._.. _ _.,..._.-_.. _.. ,..I_ _ ' 1.1,.. 24" X 24" 16104 L0367490 1 EA I._... 4020 FX TMP I . VINYL. 16104 - . 11 ..,. L0 295926 . T GR 2020 FX ARCH TOP WOW VINYL FX WH W/ I 11111. 1_... 24" X 28" 16103 L0430847 _.,.�... .._. ...-._1..._ EA ....._.I 4030 FX TMP L. , _......_.... _,. .. , 11 ,..-1111. _. _ WOW VINYL SH CLEAR NO GR �. .. ..._ -'j.. N f/ ... 48 X 36 16104 I'll, __ :,. ,0369491 ... , .. _L. ,... . .. .............. ... .. _ 1111,., _,1 111_,. . ,.. _. . EA 2026 FX WOW VINYL FX WHT W/GR� ..,.._.. I L I 1 1.11..1 -. , ,1,r1 -, 1 11 1111_. . __ ... 11 X ,N I 24 30 15865 L0434426 I EA 1 40361. WDW VINYL SLIDER WHT WJGR & SCRNI _ _ .. _ I _ .. .... 48"' X 42" . . , ,,, ... .... 16103 L0327818 .. _ _ WDW VINYL SH CLEAR NO GR W SCRN : EA 2030 I I. 2 4" X 36" ., ....._.._.. I— L" __.._ -1111.._ ,._. ---_. 15865 10354129 ,......_, . _ 11.1.1 . ............ EA I I ........:. 4440-11. _ . _. __ 1.111... _ �..... WOW VINYL SLIDER NO GR W/SCRN I -_ _ ... ,111.1 ,,. 1 1 _ . , I 4811 X 48" 111.. 1...,. . , 16104 1111 .. ,0352196 . _. 1111. , .. _., 1.111.,- - ._.......... ._...:... _ __. »1.1 , .:1.1 . .....................1.._ _ _ _— ... .. ... R EA 2030 FX WD VINYL FX WHT W/G 1 . I 24" X 36" _.....�,.. 16204 ,0354141 �v._ I EA I ..w.._... 4040 FX .. .,, , .. . I WOW VINYL NO GR.._ 1111 , . ........, _ _.111 1.._ 1 111_. _ �. _ 111.1 , 1111 ,..........L...... I 48" X 48" . ,:., 11 16103 ,0298928 "', ..., _.... , _. __ _. _ _ ...___.._._._..,_.. _—.r___w..,, _n _w........ _ ....._._ 1111._. ................»,...__.. 1.1111 1.11 ......_..,... ._. _w..,. - 030 W 1 2RD / `` WDW VINYL SH WHT W GR &SCRN .I EA I 2 / / _.1.1.11.1.. ... 1111_ . _ ......,._., 11.11.. __ .., ... 1.11.1 1111... _. 1.111._ -. l,,,. , 1111.1.111._. 111.1. . „ 1111 1111.._ . . ' 1 1 ', 1.1 __ , .,,...» __ .. :_...._._ 11.11__ 4" X 2" 2 5 _ 1.111.. �.. 1111 »111.1,. 1.111. 1111., - . 16103 L0368324 .,..._....._,,.. .. .. _� EA ....._.... 4050 ,. , I— ..,. . , �....,........ .. TWIN WOW VINYL SH WHT W/GR & SCRN _. ._, ,..,,m, ...._,.. ,.. , 111:1., 1111... .,. , ... I WOW VINYL SH W/GR &SCRN �.... 1111.. _.. . _ ........_. ..._....... I ,, �{p.. X ��;' .. ... 1111 1111 1111 1111 ,. I 961/2" X 16104 ,0434444 A 2036 TMP FX WOW VINYL FX WHT W/GR 1 :I E 1 I I 24" X 42" 16100 ,0427856 _ EA I 4050 _ _. _ , _ _ . 1 .1 1 1. ��.. ...' ' . ,. ' ' 16103 L0317309 _ _ _ . I EA» 2040 I WDW VINYL SH CLEAR NO GR W/SCRN 1 n " 24 X48 16103 ,0460341 L, EA I 5/0X5/0 FX TMP _ 111.1.._ WOW VINYL SH I 1 11.1. .._....... CLEAR NO GR 1111..,1 111. _.L �_ _ , ,. . ... _. f/ fl X fi0 1111 6..., . 1,, 16103 L0366113 ­rl _ r..1.,__ . » ARCH TOP WOW VINYL SH W/GR &SCRN � EA 2040 I ,__..-_.. ,.... . _...._._ -... 24" X 52" ti. -_ ,. _-�.�,, _.._....�_.. _ ,... _,._.__..__- _.._ 15865 _ _ 1111.. _ L0298925 _.. . _.,..._._,.w .._..l.._._�._._,. II EA 5044 1.111.,. _. _._.,.._ .. _._ 1111. _.....,... . 1.111. . .._._...__, I WOW VINYL SLIDER WHT NO GR W/SCR _ .. , 1 ..1. _.. _ ..... ,.-1-" ._ .......,_.. _.,., ., ... ........... _. 1 1,. 60" X 52" 16104 " 11.11 .1 L0362731 _ ..... _,..,_.., .. , 1111... -,--�, .,.._.rv. _ _I__ 1.1.__11_. _1,1--„ ... w.._... ..,......,.1.._„_,.,....., _._ ... ........... 1.1 _... .1.1.11.-.... _.—. ,...__,. -_-.. _._ _ _ 7I EA I 2040 FX TEMP L WDW VINYL FX CLEAR NO SCRN I_.. _, .. ... ii 24" X 48" I . , .-tl. .. .. �. .. . ... ., ..:_ 16104 L0435847 __ ., 11.11._. EA I. , 1111.. ,_L.. 5052 FX TMP _ _. ................. I WDW VINYL FX CLEAR NO GR _ 1111. 1111. I 1.1.11.. :. � 60" X 52" _ _ .. . 16103 .................... 1111 1111. , ,0363422 !1111. 1111... .. 1111,-_. . 1.111.- 1111,. -,.......,.. �_... 1.111. ., _. 1111. 11.1.1._ 1111. _ .. _......,. _ ., .-1111.. R EA 2040 W 1 2R0 WOW VINYL SH WHT W/GR & SCRN I . ._. / �.. tl 24.. X 64 I .. .. w.._. _ __...:... _........,. __ r 16104 L0295462 _ 11.- -, - .:... _ _....I...... EA _ .1. 54X12X24 ARCH 11 , 1.111- _ ... , ,... ,. L WOW VINYL W/GR _.. _.--_ 1 _. .......1- _.-- -_-' - 1 1 . _ ... -1 .. I 1.1 . 11 tl �». , . �.. X.28 .:. 111 16303 .. ,0417692 __. _ _...1_... ,,. -.. 1111.. .._ .. , 111.1. _ _. .1. _:.. _ _. __ 1.11 ' - ..... ... .... _... 1.111... , ,... _. ................... I I H CLEAR NO GR W SCRN 24" X 60'" 1111 ,. ,1,111-, , -,1111. . ,,. 1.1.11..,1111,.. 16104 ,0295461 I EA "j1 I 54X27 .WOW _ ... 1.1...11, ,,, . .._ _. " " , . . ...._.... ._ . 16103 — .,. . ,0298929... :I 1.111... ,..». _,. - . _ _ . 1.111_ _ . _,._..__ ... _ ........... ,.r. . .._,,. . .. ...1.1.1 . .... .,..,..,_,. _.. — .,-.. . ...,:.,... ,..:-.-.-....,.,,. ; ._ . ». _. 11 .. R SCRN 2060 TMP ARCH WOW VINYL SH WHT W/G & .. . I fA I i . »......._..._ ,..w_.......... ......,... ... _,...... 24" X 76" 11.1 .._.1._. -, .._ .. __.._._. _.. ........ � . , 16104 L0298910 . -,1.11.1 _ __ ,,._1_ EA . . .. . .. I 58X28X561/2 RD . ...............__ ,.. -11.11. , .. ,.. .111.1.... _._ I WOW VINYL W/GR..... , . _ . ..... ,, I .. 1.1 ,_. �.. _ N N L 5$ X fil 16103 .- L0298930 ... . , . _ 1111,_ .. . , _.-1.111,.. ._ . .. .. _ 11.11.. .. _. ..,_...., R &SCRN 1 111.,..-... EA I 2060 TMP W/1/2 RND I WOW VINYL SH WHT W/G I I 24" X 98" 16104 L0298911 _ I EA I 58X4OX30 ARCH _I I WOW VINYL W/GR L. ... 58" X "" _ ... , .,. 16103 _ L 351034 0 3 " X 38 3 8" WDW VINYL SH CLEAR NO GR W/SCRN I $ / EA 23 1111... � I I _ ._ 1 .. _... - ... v_ .. 16103 L0314657 1.111 1111.._ ...w.I EA ,...1....._ IH3 ... . _. _ ...,_..._- _.. . _, WOW VINYL SH NO GR W/SCRN _.. ... ,_. .. _. .. 111 1 ... ,. _ ,., . , ... _ .. .._ I 271/2" X 38 3/8" _.. L. 16103 . .. ., L0319052 .....-.._ 1 .- EA I 24 I WOW VINYL SH CLEAR NO GR W/SCRN I 38" X 50 S/$" ,„ _,..-.., ., �..v._,......._�..., , m..,__� . . __ _ . _M____.,___. _ _-.._u..,_w.._._, ..»-_ 16103 ._.,, ,0369187 ..-.__........�.�.,,-.---....__......,._. 1.1.1 1.,. 111.1- . ."*I.r._._....-1 11" .,1-- -__ .",-._..,,._.s.--,...-4..._.m..,._.r.-.. WOW VINYL SH W GR &SCRN 38" X 74" I EA 24 W 1 2RD / _. ,._....._......... . .. ........_...._....,._ �.�-..... I _. _......__.__ Tren80m8 1.11.1_ _ .._.....__..._. _ ....:._.. ... _.. __ 1111. _ _.- 1.111 _: _ 1111 _.. 16104 16103 .,, ,0432425 ..__ ..I...,...._..__ ., ...... _.. N fI . _ _ .. 111.1_. 1111- _ ._ .__,_... 11.11.., 3$ X 561 4 4- W FLANGE WDW VINYL SH W/GR &SCRN I / . 1.11.1.. ........_ . _ . _ 1111.. �.. EA.....1....2_ ._ 1.111 _.. ' . �......... . .. ..�, 10429519 1 I... , ., _1111.. _. - ...I. EA _ ., .1... 2014 ,-.. _. . _..1.1 11 ...._...... 1 , I TRANSOM VINYL WHT NO GR I _ .. ... ,,. .., 1 111.-. ,. - —- -1.11.1 ... ... 111 I_ _ .. . " X, Ir " .,.._...- , r 1 ',1 L, 24" X 16" _ ,. 16103 ,. .. ,0298907 ,.5 ...� ... . .,. ......... _ 11.11... _ ,.».. , ... _. . , 11.11, _ . _ 1111,. _ 1111.., 1.11.1..... ...I » . .. � EA I 2430 DW VINYL SH W GR & SCRN I.. .............. 1111 ...,..N .. W �_ 28" X 36" ._..._.... _ 1111 .. 1.111, ». _ .. _ ._. , .._ ... , _ 16104 ,0354132. .. ,,_,�- . EA.., I. .3014 11 _ 11 . 1. ....L..... . TRANSOM VINYL W/GR... _ - " I! I 1111 37 X 17.. 1.11.1. _ ..L . " N 36,. X.16_....11.11.. 36303 .1 I.,. ,0367458 ° .. 1.111. .. , 1111... ..1. ... 1.111.__ 1111.. _ - . __ ,.. _ 11.1.1... _ _ _._ .. __.,,.... F WDW VINYL SH WHT W/GR & SCRN I I EA I X I. ...,_.... , ... _ . _ _ _ .__ .. 28" X 42" 1.111_ . ... . , , . __ ..._-.. I ....__... ... 16104 L03MI33 _ . . 111_.1.. I EA _ . , _ 3044 I . 1.1 ,. -_ ._- .. _ _.. I TRANSOM VINYL W/GR,_.. 1.111 __ ...- 1111 ... 1 111.., - 1. ... 37" X 53" _ II N �, 36 X 52 - . .11- .......11 _ .. 16100 ,0430846 . _2436-. .. _ ... ,.m....... __ .,. , ......_,. _ 1.1.1.1-._ 1.1.11. _._ ,, _.. RN 2450 TWIN WOW VINYL SH CLEAR NO GR W/SC I . 1,..11.1._..__...,.- 1 EA I I I 28"X60" ._,.__.,._.,.._ .. 1.111. 16104 ,0324$88 ...__ - _._. _._._._.... I EA .111 I I 3214 TMP _.......... . ._... ._....-,.. ,..-- 1._. I TRANSOM VINYL WHT NO GR 1111 _.. . .. 1.. 1111. 39" X 17"' _. _ ......I 1 f 1111,. 3$'. X 16 1.111 36103 ,0298908.. 1.1.11. ... 1.111.. , _ 1111.., 1111... _.._..... _ 1.1.11._. , 111.1 _ .._..:.... . .. 1.1:11., 1._.111 ... _11 .,...._....... ................ R RN VINYL SH W G & SCRN WV A 2460 TMP / I � E. 1.1111. �.....»._..,1111 1111 1111"...t1...,.�..�,..,. .�.,,.,...... _...,..._.............._.,. ,.»»..,.,._.,. ..1.. II If I 28 X 72 ,.� ..,.,.�»._ 11.11 �...,....,:w�. _.._,......»__..._.. 16104 !0328436 ...__._..�...___.__,._....._.. EA ....,._._,..�._., 1 3616 ARCH ._....,._.,......._ ............,....- . ._ 1.1.11 ... .. ............ TRANSOM VINYL WHT W/GR 1111_. 1111 1111.. 1111. _.,......,. __ _ . 1111. 11.11., , 1111 .:.......... I 43" X 23" _ ._ 1111 1111 1111 1111 ,. ' .1 I 42" X 23" 1111 . 1111. ......... .. 1111 1111 16103 _ 102 5456 ' 1111 ._....»1111 ...___.._..... .._....»......_.,»,...._.,..,_........ ...._........._._..».....�.� .�........, ,,,.,,».........,.. _.. -.,.„,.w...»»1111, . _.. 1111 1111.1111 .....,...,. 38 X 63 EA 25 WDW VINYL SH CLEAR NO GR W/SCRNIrrl i. I ._. ..._.._.....,..._..._... ._.,..._-.,.._....-,_ �....__... ..__..... .__..,._ _.. 26104 L0354134 _ 1 _1..-11.11_. 11 ..1... EA .. _ 3624 ARCH I, 11.1 "r, 1—1.1 .1111... I TRANSOM VINYL W/GR II I. 1.111 43 X 33 n N I.. 42 X 33 _ _.. . 16103 _ .,..9 ..- ,0300838 - _.._ .._. a1 .. __ . _. 1111. __ _ 1.111, 1111.__ .. 1111_. .., 1.111_,_ ... . .............. ., 1.11.1 —1.111.., 1111. " ” =I EA I 25 ARCH TOP I WOW VINYL SH W/GR &SCRN I 38 X 6T I 16104 ,0329526 I EA I 4023 I TRANSOM VINYL WHT NO GR ,.. _ ... _.___... .. 49 X 16 I _ _ " '�. _.. . 481" X 1 „ _ .. . n 5N 16103 ...- .. .. ._. !.0295460 .. _ IN 1 2R D WDW VINYL SH W GR &SCRN I 38 x 86 / __ 1.,..-.. 25 TMP W/1J (. _.1.11 1 .. . ... »..... _.. I _. _ 1111._ . ..,.,...._.._ ,.. 1.1.11... 16104 L0300837 ._ .. 1.111.__ 1111.. I EA , 11.11.._ . 1 4613 ... _--_ __ _ .._ . . , ,. ._ 11.11 I TRANSOM VINYL WHT W/GR 111.1. _ 1.111 _ _ .. . . ... ... .........._ 111.1 111.1 �. 55" X 16" 1111 1111 1, 54" X.15 ... 1111.. ... 16100 , ,, , ,031-640 ...EA . 1..11 1 _ _. ,.._...... 11 -1 . -._ - __ . 1 �.-1111,.. . "111.., . , . _... ._ r111 . 11 If EA 25 TW 1/2 EYEBROW 1 WDW VINYL SH WHT W GR &SCRN 741/2 X 75 M , _ ....,... , ... 11111 L I _ .........M , _ . _..._... . _ .._....,. 36104 _,0295463 .._ _. �. EA , ....4620,....._. .. _ _ 1111.. _......I .-. TRANSOM VINYL WHT W/GR _. , . . __, , ... 1111. ,....111_., n n . 55 X 25 " " 54 X 24 : _ ... 1111. ... 16100 _"' _.. Lfl300839 , .. 1111. __.,...., _ . . _ _� . ........... ........ .. 1111. 1.1111.111,_ _ 11.11 _.......... _ f1 fl EA 25 TW W/ARCH. VINYL SH W/GR & SCRN 741/2 X 67 1 V.. I I........ . _ 16104 L0354135 1.1.11.. EA !_ 1111. , , 4626 ARCH I , . 1111 - TRA VINYL W/GR _ 1.111 ....._.. ,. . I 55"X 34" .. _. .1.111.., .._ _... 1.11.1 ... .._ I 54" X 3411 1-1__ ..... _ 1 1 .-.. 1.-.1 . _ .. , . 16100 ,0295457 11-1 _ . _.WDW _..._._...,. ..._...... .1111. _ . , .......,.... __ 1111 4 NIX 63" R N GR W SCRN 7 1 2 WOW VINYL 5 H CLEAR 0 /].­.­­­_­­­_._ EA I 25 TWIN II I ._,._�_,»W�...,..W ..r, 111.. .W,,.,�.._ ....._T.. __,....... „_.w,.....,..__�_.�w..�,�.,�. ..,.__.,. 1.111.. __ _.. ( _.,_...,,w�._.�., ._._..._.....,..- _. __,�___�. 16304 ,0354131 . �...,._„_,.v.�._. 1111. ..., I EA 5016 ..,.. ,.._ I TRANSOM VINYL W/GR ... 1111 .. ............. -..­­r­­­,.........u,. , 1111 fii" X 19" _. ... 60" X 18" 16103 L0317305.. . . w._....,_ 1111. , ....._._....._ .EA, ._.._...'25 W/1/2i RD_.. 1 ... ...1 WDW VINYL SH W/GR & SCRN _.. . �... 38" x 86" 1111 _. 111. 1.1.11. _ .. 1 »,. _........... .. .1. ,_ ...... _ .. _ , . 16103 ,0369490 1111,....1 .., .. .. .,.,, ... _ .. , ......... . ... WOW VINYL SH CLEAR NO GR W/SCRN 38" X T2" A 6 I E 2 I � 11111, I 1111.-._....._._. Doors _ ... _....._._. 1.111 11.11. ,. _.. .._,.... 1.111... .......... .. _...,...... ., 1111... _...,..., �..._ .. ., _. ... .. 1111..: ,.. ._..,....., ... 1111,.. _.1111. .. 16103 _.. 1111 _ .. .., ,0295459 .. ... . 1111... ....,.__.... . 1.111. .. ,_...._........ „ _, 1111.. ..._.,_-1111_, . ... 1111.. _.. ........:..... .. .:.. 1111. 1111 ._ . , 11.11- ... 1.111. . 1111.., .w. 1.11.1. , , . , _ . _ -_ _ .. _ . 11 11 I EA 26 ARCH TOP I WDW VINYL SH W GR & SCRN 38 X 76 11111.,,_ �.......-., ... ._ 1.111 .....__ _ ..._...,, .. ......... L.w,_ ' 35 5/$" X 831/16" I 34 I JS X 82 5/16' EA _. 2/8 6/8... , _.. . ... -. . , __1.. . 111. Door 1.111... _ .. . ..- . _ 1.111 16103 1.111. _.. _. 1111 L036Z749 1 111 . ... -111 l _.......,_ .... ,_._ „ .., ........,-_........ ........ .,, 1111_.1111.. TMP W 1 2 RND WDW VINYL SH W GR & SCRN 38" X 95" I EA �.. 1 �-_...:_, . _ ......_,... I,...._._...._, I o II NI EA 3/0 fi/8 I Door 39 5/8' X 831/1fi I 38 1/8 X 82 5/16 _,......L... _.. .. . _ .. _ 1111 .. _ _, _. .,, . 1111 _._ .._ 1111. ... .,. 1111 , 1111 .. ,_ . ........ .:.. . . .._ ... 1:111, ... 1111. 1610D ,043..DW 4442..- ._..26_ __.......� 1111. 11 111.111_, ...._... .__,.... , ,_.__._.. ._ _ ,__...,- ., _.. . _ 1111, ".. - . N 11 6A 1. TRIP I N1 VINYL SH CLEAR NO GR W/SCRN 111 X 72 . _ :_ .. n II n fI 41 X98516 _._ 11.11 L_. 355 8 X991 16 3 $ ,.. __ . Door / _ 111.1 . _.,,.� _.. 1111.. , . ,.. _ 1111 / 1111 1111 �.... . L_ J111 1_ . 1.1.11 1111.. .. .. 1.1.11. mf- ­I _.._..26 .. 1111.. _.. 1 - -.. _ , ...- 1 111, L"" _ _ ..._ _ . _,... ,__ . _ ... ........... ...I_ .IOoor _ .1.1,.11._ ...., . ,._._..., I.... _ 111.1. 1111. " �� 11.11 II N/ 38 lis EA 3/08/0/ 39 5/8 X 991/16 z X 98 5/16 .., _._._._.I ,.._..__.»„_.1.1.11 _I _ . ,. _...,......».»........... .. L .. , �.... --m .. —. 1.1— A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU133DIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA �4Y l/4/010 � Id DAfrt; 5/17/18 SALE: 1/4"=1'-0" SHEET D7 \000000000 SU133DIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA �4Y l/4/010 � Id DAfrt; 5/17/18 SALE: 1/4"=1'-0" SHEET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED -s 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE- 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 16) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL SCUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALE OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE CORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTEG70 FORM SLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 170 THE 80770M HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER F5C 8103.1.1 k'O6- TO 8' /(t--AfT- M N 1 6' To a, EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C'326 -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: KTs. 8" THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIP15ER BUILDING PAPER COR APPROVED EQUAL) APPROVED METAL LATH FASTENED -01" (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE 'Y' CONTROL JOINT SCALE: VA. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER #2, FORTIF15ER BUILDING PAPER COR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR 5ARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING COR APPROVED EQUAL) OVER STUCCO/ C.V. F IN I5H (SEE TYP WALL SECTION) NOTE, SIDE LAPS OF METAL PLASTER 5A5E5 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 WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5TU 5HEATHI WR5 *1 TAPED T, SHEATHING w/ WI #2 OVER TOP. WI' #2 TO BE LAPPS_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" Wl`�7 1..ti I Gly TL, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) HORIZONTAL LATHPAPER LAP & PAPER DETAIL 2 SCALE: KTS. - SIDING WOOD SHEATHING WATER RE515TIVE 5ARRIEB. LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) 5"X1" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP (:4"L" FLASHING SCALE: KT.S. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (o',@ VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 1' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL jR z N STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 Z (FORTIF15ER BUILDING PAPER OR 76 APPROVED EQUAL) METAL LATH X X X X - d a $ STUCCO . n a WOOD SHEATHING =Z11 T� 6ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / A5TM C-541-013/ MIN, 2.5 L55- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5.- WATER RE515TIVE BARRIER A R C H IT E C T8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUSDIV. 8c LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHrTECT. STATE OF FLORIDA CANTWELL 1012079 DkrE: 6/17/18 SCALE: 1/4$$=1'-0" SHEET �II""I'II \000000000 SUSDIV. 8c LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHrTECT. STATE OF FLORIDA CANTWELL 1012079 DkrE: 6/17/18 SCALE: 1/4$$=1'-0" SHEET ' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 4 WALL INTERSECTIONS WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WR5 LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WR5 APPROX. 1 Y2' ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP 5KICKOUT DETAIL "#-'~ " 4, -% ^.ELor- IVE 1 COAT OF SHER-CRETE ',ONCRETE WATERPROOFER or ,OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION ELECTRICAL CONDUIT PENETRATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ( "GREAT STUFF' OR SIMILAR) FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 ZA"PIPE PENETRATION DETAIL" PPLY 1 COAT OF 5HER-CRETE FLEX15LE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D 15CONNECT WR5 LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS 5ED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL SIDES, y' SEALANT s JOINTS ALL AROUND $' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER COR APPROVED E(3UAL) BUILDING PAPER OVER "QUICK FLASH' DRYER VENT FRAME ) 6 A �: PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLASH" (: >L�E�lENETRATION WOOD SHEATHING— WOOD WR5 LAYER 01, �ON5TRUCT I ON 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WR5 LAYER *2, WOOD. FORTIF15ER CONSTRUCTION BUILDING PAPER (OR S" CMU- APPROVED EQUAL) ' THICK, 3 COAT CEMENT -. WOOD FRAMED PLASTER WALL %a' TO 1/0' MID -WALL WEEP 52REED 6' 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME, —WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH —1/5' TEXTURED FINISH O WOOD —FASTEN TO WOOD STRUCTURAL MEMBER 6 1' O.C. MAX ON %a' TO W MID -WALL WEEP SCREED •-6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING TEXTURED FIN15H -9 MA50NRY HORIZONTAL WEEP SCREE (FRAME TO BLOCK nrwi t_ mita NOTE: PROTECTED FLA5H TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS WR5 LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY E -Z SEAR APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) OVER 5ELF-ADHERING FLASHING OVER 60 MIN GRADE 'D' OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT AT ALL JOINTS AND WR5 LAYER *2, FORTIFIBER INTERSECTIONS BUILDING PAPER (OR STEP 4 APPROVED EQUAL) TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES LRYER VENT BLOCK: KTa. PER F50 R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 5 LEGEND DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING1717 5ELF-ADHESIVE FLASHING NOTE- METAL OTE:METAL LATH: LATH TO BE PER FBG 8703.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: KTA OR" CONBT) A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 8 0 t L SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT& 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DAT/#-. 5/17/18 SC :1/4"=1'-0" SHEET WA2 �I'I'I'll'I \OOOOODODOJ 8 0 t L SUBDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT& 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DAT/#-. 5/17/18 SC :1/4"=1'-0" SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION %" NAT CHANNEL W/ V WRB LAYER #1, 5TUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT WRB LAYER #1, PLASTER 5TUCCOWRAP (OR APPROVED EQUAL) AM6(o-WFWC-180 CUSTOM CASING BAD COR APPROVED EQUAL) $" TH I CK, 3 COAT CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 1 5TUCCOWRAP ... � ,. : ' (o' 5ELF-ADHEREING FLASHING COR APPROVED EQUAL) ,� WRAPPED CORNER OF CANTILEVER CAP AMICO AM(o(o-WFWC-180 x AMIGO AM(o6-WFWC-180 CUSTOM CUSTOM CA51NG BEAD CASING BEAD (OR APPROVED EQUAL) COR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL # STICK) (o" PEEL 4 STICK .9 DRIP EDGE TO DECK 1 Y'X1 %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK -9 DRIP EDGE TO DECK SUB FLOOR - FULL SHEETS OF PEEL 4 STICK I Y2'X1 Y4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y" GAP FOR BACKER ROD 4 SEALANT " THICK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD =COMPONENTS PULLED —\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #i, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING I �� VINYL COR APPROVED EQUAL) CASING BEAD 5/8" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FIN15H s" THICK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y" MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER DECK MEMBRANE, EXTEND OVER DRIP EDGE �-3' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )/2" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR_ APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) )L�R!�ED�GE INSTALLATION Y" GAP FOR BACKER ROD 4 SEALANT VINYL COR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD I 1112'X1 Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT, BACKER ROD J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCES50RIES ONLY) BALCONY DRIP EDGE INSTALLATION sssCOMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL COR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o I' O.C. MAX. WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12ASCALE2 VA. CORNER BEAD @ FRAME CORNER BEAD (FASTENER 4 5PACING s l" O.C.) CMU %8' TRICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12B OCALE: KT,B. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 -6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK I VX3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 0/2' X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 'i EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 y2"x3' "L" FLASHING FULLY E> 15EDDED IN ROOF CEMENT � ' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. w SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER ,. METAL LATH x ; WOOD SHEATHING WEATHER RE615TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION L FLASHING A R C H I T E C T S Depj$n rou li inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SWISDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DAT*: \5/17/18 SC :1/4"=1'-0" SHEET WA3 �ODOOOOOOOJ SWISDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DAT*: \5/17/18 SC :1/4"=1'-0" SHEET WA3 WOOD SHEATHING WOOD SHEATHING WR5 LAYER #1, STUCCOWRAP THICK, 3 COAT CEMENT WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) $" PLASTERWR5 LAYER #2, FORTIP15ER y4' GAP TY�UJR5 LAYER #2,FORTIF15ER /—WR5 LAYER 01, STUccoWRAP WooD 5NE4T-INC CASING% BEAD 5UILDING PAPER 1X TRIM MEMBER STUCCO TO TRIM METAL LATH 5UILDING PAPER (OR (OR APPROVED EQUAL) (OR APPROVED EQUAL) # APPROVED EQUAL) WOOD SHEATHING WR5 LAYER 1, STUCCOWRAP TO SIDING TRANSITION WR5 LAYER #2, FORTIF15ER METAL LATH WR5 LAYER 02, FORTIF15ER METAL LATH (OR APPROVED EQUAL) 51DING BUILDING PAPER THICK, 3 COAT BUILDING PAPER (OR " THICK, 3 COAT CEMENT —WR5 LAYER 02, FORTIF15ER (OR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER A 5UILDING PAPER WOOD SHEATHING " TA LATH VINYL (OR APPROVED EQUAL) ,. (OR APPROVED EQUAL) _ SELF-ApI-�ERINC� AtI. I r-,-, AahL�e Mt- Ar*, f —� ME L MGtdl I dTU __ � .. .. . FLASHING �� � � �" THICK, 3 GOAT - (EXPLODED 8 "S F-ADr-IERINC FLASI�INC 5'e, IEXP�ODED' THICK, 3 COAT CEMENT PLASTER EL <- s VIEW FOR \ L DRIP CAP VIEW FOR CEMENT PLASTER cLARITI') DRIP CAP CLARITY)AZZ171ZIIZI�IV;l WINDOW FLANGE WINDOW FLANGE WR5 LAYER #1, STUCCOWRAP WR5 LAYER #1, 5TUCCOWRAP— WR5 LATER #1, STUCCOWRAP COR APPROVED EQUAL) L WR5 LAYER #1 STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) <` VINYL (OR APPROVED EQUAL) ANGLED CA51NG 5EAD ''' (OR APPROVED EQUAL) CASING BEAD WR5 LAYER #2, FORTIF15ER BUILDING WR5 LAYER #2, FORTIF15ER 5UILDING 6" SELF ADHERING PAPER (OR APPROVED EQUAL) PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK METAL LATH METAL LATH SIDING TO STUCCO $ THICK, 3 COAT THICK, 3 COAT 4 CASING BEAD CEMENT PLASTER $ a G (oSELF-ADHERING CEMENT PLASTER FLASHING (o"5ELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH FRAME, W BAND WR5 LAYER #1, 5TUCCOWRAP FRAME, NO BAND 13B SCALE: MTs. WOOD SHEATHING 13A SCAI.E:NtB. (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP LEGEND WR5 LAYER #2, FORTIF15ER 5UILDING =l� (OR APPROVED OV EQUAL) WOOD CONSTRUCTION BEYOND DRAINAGE PLANE PAPER (OR APPROVED EQUAL) WR5 LAYER #2, FORTIP15ER DR WOOD SHEATHING (WR5 LAYER #1, 5TUCCOWRAP $THICK, 3 COAT 5UILDING PAPER WEATHER RESISTIVE 5ARRIER #1 OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) (o" 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 WR5 LAYER #2 VINYL COR APPROVED EQUAL) METAL LATH h/6" X 1 Y4" LAP 51DING W/(o" REVEAL WEATHER RE515TIVE BARRIER #1 (FORTIF15ER 5UILDING PAPER ANGLED CA51NG BEAD 1'i "THICK, 3 COAT CEMENT 6" 5ELF-ADHERING FLASHING WEATHER RE515TIVE 5ARRIER #2 OR APPROVED EQUAL) (EXPLODED PLASTER VINYL (OR APPROVED EQUAL) , -� VIEW FOR STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X CLARITY) CASING BEAD MANUFACTURERS INSTALLATION MANUFACTURER'S INSTALLATION STUCCO V INSTRUCTIONS IN15TRUCTION5 WOOD SHEATHING (o" 5ELF-ADHERING FLASHING CASING BEAD @ RAISED DO NOT CAULK OR SEAL OPENING 5ELF-ADHE5IVE FLASHING BAND FRAME I " a GALV'D METAL "z" FLA5HING 15 SCALE: N.T,S. GALV D METAL z FLASHING DO NOT CAULK OR SEAL OPENING NOTE: 4a. METAL LATH: LATH TO 5E PER F5C 8103.1.1 / A5TM STUCCO CA51NG 5EAD C-S��-O9, MIN. 2.5 L55. PER SQ. _YARD (UTILITY OR - GALV'D METAL "z" FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION 5TUCCO CASING BEAD " THICK, 3 COAT THICK, 3 GOAT CEMENT CEMENT PLASTER PLASTER WOOD CONSTRUCTION BEYOND SEALANT y: SAP TYP METAL LATH METAL LATH (oGTOWINpOUJ " SELF -ADHERING FLASHING IBEAD SEALANT WOOD SHEATHING TO WR5 LAYER 02, FORT11*I5ER 5UILDING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER 01 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) � 71 " a #2 �" MIN. ABOVE TOP OF "z" FLASHING WOOD SHEATHING W FRAME WR5 LAYER 02, FORTIF15ER WEATHER RESISTIVE 5ARRIER WINDO RA !/6" X I Y4" LAP SIDING W/6 REVEAL - WEATHER RESISTIVE 5ARRIER #1 -- q' ` 5UILDING PAPER WEATHER RESISTIVE 5ARRIER #2 (OR APPROVED EQUAL) (o" SELF -ADHERING FLASHING- GALV'D METAL "z" FLA5HING WR5 LAYER #1, 5TUCCOWRAP — E -z 5EAD VINYL (OR STARTER STRIP PER MANUFACTURER'S -' '-_ APPROVED EQUAL) CASING — DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) (o'WIDE PEEL � STICK (W/%S" FLEXIBLE PVC BACKER INSTALLATION INSTRUCTIONS WEATHER RE515TIVE 5ARRIER #1 TO LAP OVER FLANGE . ROD INCLUDED) DO NOT SEAL OPENING (o" MIN. A50VE TOP OF "Z" FLASHING WINDOW FLANGE OVER BEAD VINYLWR5 LAYER #1, 5TUCCOWRAP ZX FRAMING MEMBER 2X FRAMING—",Z(OR APPROVED EQUAL), " " ASHING (OR APPROVED EQUAL) CASING MEMBER GALV D METAL z FL 5UILDING WRAP (W/%8 FLEXIBLE PVC SACKER ROp WRAPPED AROUND FRAMING E -z BEAD VINYL - �' 5ELF-ADHERING FLASHING INCLUDED) MEMBER (OR APPROVED EQUAL) CA51NG WEATHER RESISTIVE BARRIER #1 6" SELF ADHERING FLASHING (W/%" FLEXIBLE PVC BACKER ROD) E -Z BEAD VINYL (0 APPROVED EQUAL) APPLY FULL BED OF WOOD SHEATHING 8 SEALANT 5ETWEEN (o" 5ELF-ADHERING FLASHING CASING (W//g" FLEX15LE PVC SACKER FLANGE 4 5UILDING WRAP DETAIL EXPLODED FOR %8" THICK, 3 COAT CEMENT PLASTER ROD) CLARITY WEATHER RE515TIVE 5ARRIER #1 WEATHER RE615TIVE 5ARRIER #2 WEATHER RESISTIVE 5ARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING @ FRAME TO FRAME TRANSITION 17 SCALE:N,Tb. V SCALE: N.t.S. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup-com AA #:0003326 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS GARCHITECT: RI STATE OF FLODA 5/17/18 196 ALE: 1/4 =1' — 0" SHEET W A �- ��om000mocv� SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS GARCHITECT: RI STATE OF FLODA 5/17/18 196 ALE: 1/4 =1' — 0" SHEET W A �- CUT HOU5EWRAP AT 45 ° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP SECURE HOUSEWRAP (0 �1 0-1 "P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 18 scA.e= rrT,e. (FRAME) WALL FLASHING INSTAI DETAIL(MASONRY 18A s 'ALs' m TION FOLD HOU5EWRA IN AT JAMBS 4 511. SLOPE SILL R.O. T, EXTERIO' INSTALL (o' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 051 H2U (0 EQUAL) SEALANT 4 WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). I ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL OlLr u (o" SELF -ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/a" NOM. CONTINUOU5 BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—Sa VERT. END DAMS REQ'D. AT EACH END OF SILL X71 ri r ZEWRAP DOWN 4 DIAGONAL CUT 4 -IEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE SACK OR THE 51LL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIl IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT X71 r r, O (o" WIDE ADHESIVE LEXIBLE FLASHING R DRIP CAP JOINT TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 01L'1 0 NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C TS Desi Ls n ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA 5/17/18 SCALE: 1/4"=1'-0" SHEET WA5 \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#112) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 112RI PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA 5/17/18 SCALE: 1/4"=1'-0" SHEET WA5