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HomeMy WebLinkAbout3767 Crawley Down Lp (a)f S iTT LONGW00D, FL 32750 L. V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 S O awwwwww"N f SUBDIV. & ]LOT: KENSINGTON RESERVE (LOT 12 6) I *1 S JA E, 8 CANTWELL r)1A , . 7/25/18 71/4))==l)-O))1/4))==l)-O)); SHEEN' CSOF 9 S 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 (PSF) A.1. 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.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS._ PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD = 116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE 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 ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE 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 R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 2. K� 4. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 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 5 / 8 -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 Y2 -INCH GYPSUM BOARD OR EQUIVALENT. 9 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A 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 BEA". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y4'. 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). 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 Pm =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 Y4 INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA 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 (UN% 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 2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 3/ D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y2" 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 2. 3. 4. 5. 6. 7. 8. 9. 10. 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 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO. 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. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 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. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 518" 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. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE W SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 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 (92.9M2). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'4" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. ni I II1AnILI^ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10*F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A 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 YiAMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC 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 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. 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C TS 1`t'Y1 IN. RVIYHLU Mr-lAU ll CSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 m�©mw SUEDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) MODEL: SUMMERLAND (VERSION#01) PAGE: GENERAL NOTES JA�y'1//AES(CANTWELL R NO 12079 1 7/25/18 SCAI.AE: 1/4"=1'-0" SHEET �- Nop, 9 S I I I I I I I I I GARAGE ATTIC VENT CALCS AREA OF ATTIC 144 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 0.96 SQ - F7 -REQUIRED VENTILATION AREA (0.96 x 144) 138.2 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 12 LF PROVIDED LF OF SOFFIT VENTILATION 30 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1343 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/300) 4.48 SQ - FT -REQUIRED VENTILATION AREA (4.48 x 144) 644.6 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 644.6) 322.3 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2.80 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 322 SUN. REQUIRED LF OF SOFFIT VENTILATION 28 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 160 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 1.07 SQ - FT -REQUIRED VENTILATION AREA (1.07 x 144) 153.6 SQIN. SOFFIT VENT VENTILATION PER LF 11.74 SQIN./LF REQUIRED LF OF SOFFIT VENTILATION 14 LF 5PINGLES HARDIE 51DING (INSTALLED PER MANUFACTURER'S 10'-0 3/4" E3RG, HGT. W1 a" PEEL (TYP.) 11-011 4' TRIM 50ARD (TYP.)- 11-02 TYP.)-1'-0' 10'-,a 3/4" 2ND F.F. 9'-4" PRG. PGT. J 8'-0" PDR. PGT., 4' TRIM BOARD (TYP.) 1c5'-8 3/4" E3RG. NGT, UJ/ 0" PEEL (TYP.) 11-011 — 12 — 4 1o'-8 3/4" 2ND F.1=. — 9'-4" E3RG. PGT. – i 8' -8" BRG. PT. 18'-8 3/4" BRG. PGT.,, _ W/ 8" PEEL (T T F.) PARDIE SIDING (INSTALLED PER MANUFACTURER'5 10'-8 3/4" 2ND F.F. 9'=4" BIRG. PGT. PDR, NGT. 1'-2" -- 0'-0" FIN. FLR.o� FRONT ELEVATION scare. 1/<-i m ELEVATION 'K' ELEVATION 6' WIDE RA15ED BAND ,'TYP.) TEXTURED CEMENTIOUS OATING PER (ASTM ;92(o) (TYP) ,.LO' -O" FIN. FLR. 18'-0 3/4" PRG. NGT, W/ 0" PEEL (TYP.) 4' TRIM BOARD (TYP.) jy 10'-8 3/4" 2ND F,F, BFC;. PGT. PDR, NGT. TEXTURED CEMENTIOU5 COATING PER (ASTM C926) (TYP) j4O'-O" RN. FLR. 191, A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 a q Plawwwwwoli F 0 mmmmomm" SUBDIV & LOT: KENSINGTON RESERVE (LOT 126) ]PAGE: FRONT & REAR ELEVATIONS JAMEP CANTWELL AJ3 NO 12079 D rI'E: 7/25/18 I { f S f I I IV -0 3/4" aFG. PGT. W1 0" HEEL (T1'P.) HARDIE 51DING (INSTALLED PER MANUFACTURER'S 5PEC6) I0'-8 3/4" 2ND F.F. _ _ _ 41 0'-O" FX FLR.,� — LEFT ELEVATION OFF -RIDGE VENT OFF -RIDGE VENT 1'-O" 4' TRIM BOARD (TYP.) I,5'-8 3/4" 5R . PGT. uJ/ a" PEEL (TYP.) `10'-8 3/4" 2ND F.F. 9'-4" 5RG.HGT. 8'-8" SRC. N7. GARAGE 0'=O" FIN, FLR. IV a0, 3/4" E3R(_-z. HGT. UJ/ a" HEEL (T�'P.) 12 -011 _ _ 2 j`10'-8 3/4" 2ND F.F. Y �{ 1'-2" �8'-0" IDR. HGT_ TEXTURED CEMENTIOUS _ COATING PER (A6TM OPEN 'r C92(o) (TYP) c0 Inn rwvmu:�= ELEVATION ATI®N uKu O' -O" FIN. FLR, A R C W I T E C T S LV11A2YVVVV� rL 341 UV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9TJBDiV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: LEFT & RIGHT ELEVATIONS STATE OF FLORIDA 2VIN JAM , QANTWELL ow AR NQ 12079 D1 TE: 7/25/18 sd' .1/4"=1'-0" SHEET 2 OF 9 t I t I t t I I t SQ•FT. CALC.'S IST FLR. LIVING 1,090 5Q. FT. 2ND FLR. LIVING 1,331 50. FT, TOTAL LIVING ENTRY GARAGE LANAI 2,421 50. FT. 35 5Q. FT. 459 5Q. FT. 160 5a. FT, TOTAL 3,015 SCS. FT. EXTERIOR MASONRY WAIL BRG. HEIGHTS 9'-4' BRG. BRG. LOAD BRG. WALL NON-BRG. WALL • '• CALL- # SOUARE FOOTAGE WR/DF DESIGNATION ZONE 150 MPH WIND 1 112 16 OBD -Oe 5 24.80/-30.16 2 24 3080 DR. 4 30.08/-32.18 3 11 25-51-1 4 28.45/-30.95 3A 11 25-61-1 5 28.45/-31.46 4 33 (2) 25-51-1 5 21.13/-34.80 5 49 6080 SGD 5 2631/-3330 6 Il R ERE65 G 4 28.45/-30.95 WIND DESIGN CRITERIA A. 5A5IC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VA51D =11(o MPH 5. INTERNAL PRESSURE COr=F1=ICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. 1"5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.ro TO MEET THE ALLOWA5LE OR - NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM I THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2 " 1'-2" 21-011 N i >=D 6 16, O.C. 99MAIEWMAX FIRST FLOOR PLAN 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 FEZ SUBDIV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: FLOOR PLAN 0 "7/25/18 S 1/4"-1,—O„ 1 OF 9 I I t I I 14'-0° 5 15'-2" 5 11 _ _ ®.— ---------.® --��� n 6X6 P.T. P05T TO I I OX BEAM TO MATCH I I V-4' A.F.F. (2-TYP�Z/ I I COLUMN WIDTH II II _ I LANAI r ' I I 15'-4" 4'-0" m @ II li II II II II (2) 25-51-1 I I 6080 5GD I 11107 7-7-777-= c0 — — — — — — — NB - o �0 o z I 3A I = @ C IR/T DINETTE 12'-4°x10'-0" 9'-4' CLCD. I _ - ig1-211 I J'- x(11 GREAT ROOM 16'-0°x19'-4' �lli�\\�; ii A51NET 1'- 2 1/2 CROWN c� MOULDING ' -0 41-211 2 -10 '1-5 1/2I 9 -4 �1 0 Lu VENT M.WAVE TO EXTERIOR 0 �' 4 I A N 42 H - RAILING CIR/T = KITCHEN- @ P DBL. ` 2-6 ? \ r L,51 O POST :14X4 - POST A131NET N = IR -15H �' `;' I — — GROWN 4-61-1 — N G MOULDING - - c0 N 4'- ', cfl 5' 4..8 " -10" 2 0 10'-10" Ln C) 21-411 DBL. 5Tu I -D i Rrr I c STUDY - `� �' 12 -4 xl0 -6 IB FOYER 9'-4' M.T. @ BLW/H c, _ DR R.STUD _ 4'-2" PED. - _ _ c� BL. _ a -' @ ` LOLLARD COND. o = STUD , - il'Ti -•---- 4X4 _ I POST 2 ENTRY N � 2 CAR GARAGE 20'-O°x20'-2' -N b G'-8" '-0" r �n = _ - CLG.----- -d- ---8'-8' CLG. — — —_________ LINE OF 2ND FLOOR ABOVE HB O 16'-0' X 1'-0' OHGD 1' -4" 8'=8" 21'-4" 30'-0" FIRST FLOOR PLAN 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 FEZ SUBDIV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: FLOOR PLAN 0 "7/25/18 S 1/4"-1,—O„ 1 OF 9 I I t I I TOTE: PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY IS' -S 3/4" 2ND. FLR. BRCS. HT. STAIR DATA: 17 RISERS ®7.57" 16 TREADS ®10" +1" NOSING 0 ee e e 10'-S 3/4" 2ND.,` LAND RAIL e FIN. FOR. — — 7 � — — — \e\ — m e V-4' BRG, HT, 2xB LANDING - \ e DROP CEILING TO — 8'-S' (2) 2X8 HEADERS AS SHOWN ON SHEET �o PTDR. ROOM- 0'-0" FIN. FLR. \\\ \ 11/4 MAX \ - Q \ 10" w \ MIN. _ \ \ r \ \ e 2x12 S.Y.P. TREAD \ \ 2x4 RE-INFORCING a 2x12 STRINGER �\ \ \ (3) 2x12 SYP STRINGERS \ SECURED UJ/ 12d W -S' O.C. \ \ J' KICKPLATE \ \ \ \ 3/4' TEG SUR FLOOR - GLUED E NAILED 2x& m 24' O.C. MAX 2x4 P.T. PLATE SECURE UJ/ 10d CUT NAILS 16' O.G. MAX. 42' HIGH RAILING \ 2x6 LANDING _- _ - J _L - - _ _ - _- - _ STAlf"16, SECTION: 93-499 -13 . 3/S = V-0" F - ®— ® — LINE OF 15T FLOOR BELOW — _ _ — — � I I L---------------------------- —I LINE OF 16T FLOOR BELOW SE'U"OND FLO""OR PLANi PRO A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 12 6) DATE: '7/25/18 SCALE: 1/4))=f-0 SHEET A-..-- OFI IF 9 S I I I I COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINJDR. DESIGNATION ZONE 150 MPH WIND 1 15 3050-5H EGRESS 5 28.65/-31.85 2 15 3050 -SH 5 28.65/-31.85 2A 12 3040 -FG 5 29.08/-38.10 25 15 3050-5H 5 28.65/-31.85 EGRESS 3050 -SH 3 15 EGRESS 5 2865/-31.85 4 15 4013 -FG 5 29.43/-39.40 TEMP 5 15 3050-51-1 4 28.65/-31.14 EGRESS 6 15 3050-5H 4 28105/-31.14 EGRESS WIND DESIGN CRITERIA A. 5A6IC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =11(o MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY = TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS E CLADDING PRESSURE ARE 5ASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5'I' O.�o TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. TOTE: PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY IS' -S 3/4" 2ND. FLR. BRCS. HT. STAIR DATA: 17 RISERS ®7.57" 16 TREADS ®10" +1" NOSING 0 ee e e 10'-S 3/4" 2ND.,` LAND RAIL e FIN. FOR. — — 7 � — — — \e\ — m e V-4' BRG, HT, 2xB LANDING - \ e DROP CEILING TO — 8'-S' (2) 2X8 HEADERS AS SHOWN ON SHEET �o PTDR. ROOM- 0'-0" FIN. FLR. \\\ \ 11/4 MAX \ - Q \ 10" w \ MIN. _ \ \ r \ \ e 2x12 S.Y.P. TREAD \ \ 2x4 RE-INFORCING a 2x12 STRINGER �\ \ \ (3) 2x12 SYP STRINGERS \ SECURED UJ/ 12d W -S' O.C. \ \ J' KICKPLATE \ \ \ \ 3/4' TEG SUR FLOOR - GLUED E NAILED 2x& m 24' O.C. MAX 2x4 P.T. PLATE SECURE UJ/ 10d CUT NAILS 16' O.G. MAX. 42' HIGH RAILING \ 2x6 LANDING _- _ - J _L - - _ _ - _- - _ STAlf"16, SECTION: 93-499 -13 . 3/S = V-0" F - ®— ® — LINE OF 15T FLOOR BELOW — _ _ — — � I I L---------------------------- —I LINE OF 16T FLOOR BELOW SE'U"OND FLO""OR PLANi PRO A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 12 6) DATE: '7/25/18 SCALE: 1/4))=f-0 SHEET A-..-- OFI IF 9 S I I I I 14'-0" SII 1�'-O" 24'x24'xl2' CONC. FTG. W/ (3) 05 RE13AR5 EA. 15'-2" ' WAY ON CHAIRS MIN. 3' COYER (2-TYP) S SECURE STRAP A/C UNIT SIMPSON UJB ROLL 5A TO CONC. UJ/ (2) STRAP OR EQUAL I3 I/2 " CONC, 3/16'x2" TAPCONS 0 SLAk3 8 I c ► 8 �� 3 1/2' TNICI< 5A 5A CONC. SLAB SECURE STRAP TO UNIT UJ/ (2) 418x1 1/4 SHEET METAL. -3 1/2' SCREUJS A/C CONNON I r1-"0 IP"Aly)" E TAIL (5:�A� 5A III i IJ' -IO" 1, &'-2" 4'-O' 2 2 5AF 5A 7�r ,a' -sell FIN. ELEV.-----�, b- FIN. CONC. SLAB N I� ,Ila IIL___II =-�Iz Lu 3 1/2' GONG, REINFORCED i I Ij 'J) W/ 6'x6'-WI.4 x WIA 12==J r^ I r 2 ON 6 -MIL POLY ETHYLENE �- 5A I VAPOR BARRIER ON �I�I' PYC CHASE WELL -COMPACTED CLEAN FILL I I FOR ELEC. 24'x24'xl2' CONC. FTC. i i ISLAND W/ (3) 15 REBARS EA. ICE MAKER WAY ON CHAIRS MIN. ROU 3' COVER opt ROUGH -IN 2D II r 5A I4' 4 _O 2 4'-�" -REF 19-� �I ctl = ` 9A 2 5A ZD I 9 9 \\ • 5A 4` PVC CHASE- � 5A 5A - - STEM UP TO ( �4 2'-6' I 10" I 8" ` NP FLR A/C 4" _ I/ I/ riv2'-8" b 4' Iry EXTEND 4 ` I r___ I I SLAB 11/2 5A I 4' THICK 1/2"�W/H " SLAB 0 24'x24'xl2' CONC. FTC N \ -' WKEBABS EA /(3)$5 I 5 r WAY ON CHAIRS MIN_ b�f I IC 3' COVE 5A COND.EXTEND 377 S 4 " I ILI Q 5A 5'-O" 3'-4" FOUNDATIONJ SCALE: 1/4 = I'-0` NOTE: A/C LINES FROM UNIT t0 CONDENSER TO 5E RUN UNDERNEATH SLAT OR OVERHEAD PER FIELD CONDITIONS 5A I � 5A 1 1/2' 5A ■ Tl 2'-0" 16'-0" 2._8.. 21'-4" A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IM SUBDIV. a LOT: KENSINGTON RESERVE (LOT 12 6) mm DA"1E: 7/25/1 8 S C, o T •'Fi!: 1/4"=V-0" SHEET 5 CF' 3 I f t I f t 3 1/2 CO SLAB = 3 1/2 GONG, REINFORCED W/ 6'x6'-WIA x WIA ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL 24 x24 x12 CONC. FTG. 5A p = (BORA-CARE SY5TEM) W/ (3) KEBABS EA. I WAY ON CHAIRS MIN. �A 3' COYER (2-TYP) 6A 5A FOUNDATIONJ SCALE: 1/4 = I'-0` NOTE: A/C LINES FROM UNIT t0 CONDENSER TO 5E RUN UNDERNEATH SLAT OR OVERHEAD PER FIELD CONDITIONS 5A I � 5A 1 1/2' 5A ■ Tl 2'-0" 16'-0" 2._8.. 21'-4" A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IM SUBDIV. a LOT: KENSINGTON RESERVE (LOT 12 6) mm DA"1E: 7/25/1 8 S C, o T •'Fi!: 1/4"=V-0" SHEET 5 CF' 3 I f t I f t TEXTURED CEMENTIOUS COATING (1) 05 REBAR VERTICALLY W/ CONC. PER (ASTM 0926) (TYPJ POURED CELL TEXTURED CEMENTIOUS COATING - (I) r5 REBAR VERTICALLY W/ R-13 INSUL R-13 INSULATION MIN. R-4.1 INSUL. MIN. PER IASL INSULATION 0N MIN. (TYP-) CONIC. POURED CELL (1) S Fil VERTICALLY W/ CONC. TEXTURED CEMENTIOUS COATING (1) 05 REBAR VERTICALLY W/ CONIC, R-4.1 INSULATION POURED CELL STUDS 16' O.C. MAX PER (ASTM 0926) (TYP.) POURED CELL (1) 05 REBAR VERTICALLY STUDS 16' O.C. MAX TEXTURED CEMENTIOUS COATING R-4,1 INSUL, MIN. 12' GYP. U.L. BD. z 8' CMU R-4.1 INSUL. MIN W/ CONI. POURED CELL I/2' GYP. WL. BD. Y_ R PER (ASTM 0926) (TYP.) R-4.1 INSUL. MIN. 4 TEXTURED CEMENTIOUS COATING WOOD BASE Q 1/2' GYP. WL, BD. WOOD BASE 8' CMU z PER !ASTM C926J (TYP.) SECURE STUDS TO BTM. PLATE W/ - WOOD BASE PER !ASTM G 6fl N CEMENTIOUS COATING z - TEXTURED CEMENTIOUS COATING SECURE STUDS TO BTM. PLATE W/ v 1/2' GYP, WL. BD. Q w 8, GMU w 51MPSON SP -4 m 32 O.C. MAX - fL PER CASTM 92b) iYP.) w SIMPSON SP -4 m 32' O.C. MAX — z Q z Q SECURE BT. PLATE TO BLK W/ J'x9' 3' -ID' N 8' GMU q Q S CMU Q SECURE Bt, PLATE TO BLK W/ �'x9' "— WOOD BASE 1/2' GYP. WL. BD. T_ ANCHOR BOLT W/ 2' WASHER S>it IN ua w 1/2' GYP. WL. BD. r, 1/2' GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN p WOOD BASE SIMPSON HIGH STRENGTH EPDXY 6' Q a ° lY '�— EMBED. MIN. m 32' OC MAX. 4 - WOOD BASE WOOD BASE SIMPSON HIGH STRENGTH EPDXY 6' V ° 0 EMBED. MIN. m 32' OC MAX. O , ° > O O �5 REBAR 6 -0 O.0 WHEN 05 REBAR 6'-0' O.G WHEN FOOTER ~ ~ ° d j z FOOTER HEIGHT EXCEEDS 24' m d G 24' AB . V. HEIGHT EXCEEDS V GRADE [Q AB GRADE e-- -a -- z 4 0 3 12' CONIC., REINF. W/ 6'x6' W1.4xW14 z f z fd . ° O 4 a a ° 3 1/2' CONIC., FM INF. W/ 6°x6' d WWF OR FIBERMESH ON 6 -MIL POLY °z ° E a v WI.4xW1.4 UALF OR FIBERMESH co ° 3 1/2' CONIC., REINF. W/ 6'x6' a. 3 12' GONG, REINF. W/ 6'x6' 4 MAX. SLOPE ETHYLENE VAPOR BARRIER ON ° 3 12' CONIC., REINF. W/ 6'x6' ro ° 3 12' CONIC., REINF. W/ 6'X6' c4 ° 3 12' CONIC., REINF. W/ 6'x6' 4 MAX. 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SLAB WE D LE / —4NI— ° REB R z w z u _ I I —I I I- GRADE z W w TERMITE TREATED FILL } TERMITE TREATED FILL m _ I=III- CONTINUOUS WHEN i } 4 g" 4' } m t4'*4' OR PAYERS PER w i }O 4" 8' 4' ( =BLDS SPECS > 4' 8' 4' O 4' 6' 6 ° 4' 0 4' 6' 6' 4' 1 1 i I . d FOOTER HEIGHT U C2J «5 REBAR ON CHAIRS m 0 l2J •5 REBAR ON CHAIRS (2) M5 REBAR ON CHAIRS m 0 f2) "5 REBAR ON CHAIRS ' U (3) r5 REBAR ON CHAIRS m U (3) S III ON CHAIR�EXCEEDS 30' ABV. 1'-4' I'4'3 MIN. COVER U 1'-4' GRADE wI'-8' I 8" } 4" 6" 6' 4' (3) S REBAR ON CHAIRS 3' MIN. COVER 1 -STORY FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2 -STORY FOOTING 2 -STORY FOOTING 2 -STORY FOOTING W BLOCK WALL W FRAME WALL W/ BLOCK WALL STEP-UP 1 -STORY W BLOCK WALL W FRi&�� W BLOCK WALL 1 SCALE: 12'=,'-0' 1 A SCALE: 12'=I'-®' 1 B SCALE: 12'=I' 1 C SCALE: 12'=I' -f0' 2 SCALE: 1/2'-P A SCA-®' 2 B SCALE: 1/2'-1'-0' POUR WALL 50LID FOR CU •5 . POUP m I6' O.C. MAX, IN — STUDS 16' O.C. MAX STUDS Ib' O.C. MAX 3 12' GONG. 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WELL -COMPACTED CLEAN WELL -COMPACTED 5 12' ®HEAD OF GARAGE VARIES WITH SLOPE W/ 1'x9' ANCHOR BOLT W/ 2' N W/'x9' ANCHOR BOLT W/ 2' COATING PER (ASTM 0926) w S' CMU 0 TERMITE TREATED FILL CLEAN TERMITE VARIES WITH SLOPE WASHER SET IN SIMPSON HIGH w WASHER SET IN SIMPSON HIGH a o c° O TREATED FILL SECURE Bt, PLATE t0 SLAB STRENGTH EPDXY 6' EMBED. STRENGTH EPDXY 6' EMBED. (TYP-) SECURE BT. PLATE TO SLAB 4 , R 1/2' GYP. WL. BD. F W/ x9 ANCHOR BOLT W/ 2 MIN. 32' OC AX > MIN. e 32 OC AX. 8, CMU o Z z W/ 'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON N , z z WOOD BASE ' q - WASHER SET IN SIMPSON HIGH NIGH STRENGTH EPDXY 6' w 12' GYP. WL. BD. - 2'-0' (MIN. 0 w \ \ v STRENGTH EPDXY 6' EMBED. - � .�- w i7 I- Wr N - ° a _ . ° // // //\//\//\//\// w q _ z EMBED. MIN. a 32' OC MAX. } WOOD BASE z o IN SLAB) 4 0 N ° a /\/\/\/\/\/\ 3 U1' CONIC, RE@F, UY b'xb' } r+ MIN. m 32' OC AX N F Q d w ' Q u \ \ \ //\\//\\//\\//\\//\\//\\ z 14AIM III OR FIBEIBH ON > 4' w w > n O Q \\ ° °� //\\//\\// / / w N ii BEFOLY�ETHYLENE VAPOR q 3 12 GONG, REINF. W/ b xb z p W1.4xW1.4 WWF OR FIBERMESH n LuU w 3 1/2' CONC., RE INF, W/ 6'x6 °. w i 0 ° / / ° WI.4xWL4 UXIF OR FIBERMESH 0/1\ \\j Q WELL-GOMPACTEU CLEAN ° • } d d Q ° ° °d ON 6 -MIL POLY ETHYLENE �. • ON 6 -MIL POLY ETHYLENE da / TERMITE TREATED FELL d VAPOR BARRIER ON VAPOR BARRIER ON E 'S REBAR 48' LONG W/b' HOOK n \ ' \\\ > w 3 12 CONIC., REINF. W/ 6x6 • ;+.. • • j WELL -COMPACTED CLEAN WELL -COMPACTED CLEAN 3 I/2' CONIC, REU�F. UV 11 ;0 z V °: ° d a 24' OO, MIN 14' IN SLAB ° ° a T q z W, WI.4xWi.4 WUF OR FIBERMESH ON i i. 3 12' CONIC., REINF. 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PER CUBIC TARO ON FOUNDATION O 4' 6' 6' 4' O �' 6" 6' 6' ON CHAIRS z m 0 (3) "5 REBAR "' u 6 -MIL POLY ETHYLENE VAPOR Q PLAN) z (Y w ON CHAIRS V-0' BARRIER CN w (3) 45 REBAR ON CHAIRS f > 4' 8' 4' 4' i } UIELL-COhIPACTED CLEAN FILL P-4' I3ON RHAIRRS (BORA-CARE) 0 1'-4' 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 C STEP-UP 2 -STORY D W BLOCK WALL 3 AT ENTRY LANAI 4 NON-BEARING q- NON-BEARING 5 1 -STORY L.B.W. A 2 -STORY L.B.W. B 1 -STORY L.B.W. 5 2 -STORY L.B.W. SCALE: 12'=I'-0' SCALE: 12'■I'-0' SCALE: 1/2'-P-0' SCALE: 12'■1'-0' SCALE: 1/2'-1'-0' SCALE: 12'■I'-o' SCALE: 12'■1'-0' SCALE: 12'■1'-0' SCALE: 12'-1'-0' POUR WALL SOLID FOR (IJ +5 REBAR ll) +5 REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO CIJ +5 REBAR +� 16' OC. MAX, IN w w CONC. POURED CELL ABOVE CONDITION. z Q - ; \ VERTICALLY W/ CONC. - REINFORCE PER PLAN. CONC. POURED CELL (VERIFY y IK POURED CELL PER PLAN) _ TEXTURED CEMENTIOUS 8' CMU 0. = 8' CNIU VERTwp ICALLYW/W/ COATING PER (ASTM C926) o� E °. d 3 12' CONIC., REINF. W/ 6'x6' • - WIAxWIA U1WF OR FIBERMESH ON w Q a zo (S' CMU GARAGE DOOR / , , ° ° BARRIER ON w z CONIC. POURED CELL w o RECESS FOR 6 -MIL POLY ETHYLENE VAPOR q y W z - w 3 1/2 CONIC, REINF. W/ 6'x6 Q z 8' CMU tL a v 1' -ID' i > ,, WELL -COMPACTED CLEAN E z a WI.4xWIA WWP OR FIBERMESH ON 7 --1 � � � a N CURB HEIGHT VARIES � ' m 00 4� 6 -MIL POLY ETHYLENE VAPOR ,. °; TERMITE TREATED FILL rq CURB HEIGHT VARIES c0 CURB HEIGHT VARIES CURB HEIGHT u, o BARRIER ON DELL -COMPACTED O 0 VARIES (21 05 REBAR ON CHAIRS F t m 2'-0' (MIN. 8' CLEAN TERMITE TREATED FILL N z w IN SLAB) o� ° c ° (1) e5 REBAR ON CHAIRS z > w w c d 3 1/2' CONC., RE INF, W/ 6'x6' Q 0 w ? p WI.4xWIA WWF OR FIBERMESH Ot•I THICKEN EDGE >z >z w _ -MIL POLY ETHYLENE VAPOR 8 F F z p ° BARRIER ON WELL -COMPACTED SCALE: 12'=I'-0' _ Q It - REBAR 48 LONG W/b FIOOIC c0 0 3 12' CONIC, REINF. w/ 6'x6' c0 ° d a 3 1/2 CONC., REINF. W/ 6'x6' > � � z w a 24' OC, MIN 24' IN SLAB CLEAN TERMITE TREATED FILL 1 -STORY FOOTING - WIAxWl.4 WWF OR FIBERMESH ° WIAxWIA WWF OR FIBERMESH ro 3 1/2' CONG., RE INF. W/ 6'x6' _ w • ON 6 -MIL POLY ETHYLENE • e ON 6 -MIL POLY ETHYLENE WIAxWI.4 WIF OR FIBEWESH - o ° ^ ° , i a VAPOR BARRIER ON VAPOR BARRIER ON -!!-p Q .d e ° ON 6 -MIL POLY ETHYLENE u • + 4 CONIC, REUFORCED w/ (i) «5 REBAR ON CHAIRS 8 B AT FRONT PORCHES FIBEF41E&H AT A RATE OF 15 SCALE: 12'-I'-0' WELL -COMPACTED CLEAN d WELL -COMPACTED GLEAN VAPOR BARRIER ON Ibs, FER CUBIC YARD ON z 4' S' 4" TERMITE TREATED FILL z w TEF�t`11TE TREATED FILL 6 -MIL POLY ETHYLENE VAPOR w w > 4' 6" 6' 4' WELL -COMPACTED CLEAN z > > O z w TERMITE TREATED FILL F �" I -4 n 0 I'-8' I3) REBAR ON CHAIRS > p 4' 6' 6' 4' m O 6' 6" 6' 6' BARRIER ON 0 (2) 05 REBAR O m 0 DELL -COMPACTED CLEAN FILL OF, SCREEN SECURE BT. PLATE TO ON CHAIRS n U I'-8' (3) +5 REBAR ON CHAIRS 2'-0' (g_CA) ENCLOSURE SECURE STUDS TELK W/ J'x9' ANCHOR (3) +5 REBAR BOLT W/ 2' WASHER SET IN ON CHAIRS GARAGE DOOR FOOTING SCREEN ENCLOSURE TO BTM• PLATE BOLTSIMPWN HIGH STRENGTH 2 -STORY FOOTING 2 -STORY FOOTING AT 2 -STORY FOOTING SCAI E: >/�'=r->a' ATTACHMENT R PER W/ 0 32'SON 5P-4 EPDXY 6' EMBED. MIN. m MANUFACTURERS w 32 O.C. MAX 1 -STORY FOOTING 6 A AT GARAGE B GAR�GE BLK. WALL C AT GARAGE SPECS. 32' OC MAX. AT GARAGE SCALE: 12'=1'-ro' E: 1/2'=1' -ID' SCALE: 12'=1'-0' ro'-0' FIN. FLR. SCALE: 12' • r -m' 3 12' GONG, REINF. W/ i • • 6'x6' WIAxWl.4 WWF OR SECURE BT. PLATE TO `�� P15E�RI'1ESH ON 6 -MIL SLAB W/ x9' ANCHOR i ii i i ii i SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN�� \� " z POLY ETHYLENE VAPOR ��< w BARRIER ON BLK W/ (U loci MASONRY SIMPSON HIGH STRENGTH PAI/ERS > WELL -COMPACTED CLEAN NAILS 9 32' O.C. (MAX) EPDXY 6' EMBED. MIN. m O 32' OC MAX. I M5 CONT. 1'-0' ' 0 I -4" TERMITE 05 TRE ED FILL CHAIRS POURED LINTEL CONT. (TYP.) S' CMU FILLED CELL (TYP.) N ST «5 REBAR SET IN SIMPSONBED HIGH TRENCH FOOTING 1- STORY FOOTING � •'o'' z STRENGTH EPDXY 6' EMBED. MIN. ° •.•�E AT 'L. B. W. W UPLIFT 2X WALL FRAMING E A A7 ALL PAYER AREAS Q • 3 12" CONIC., REIN. W/ ' (3.h'X5' ANCHOR BOLTS or (3)i'XS' tJ 6'x6' WlAxWL4 WWF OR ° ! e 3 12' GONG, REINF. W/ J -BOLTS MIN. 6' EMBEDMENT W/ 2'X2'XI/8' &GALE: /2'■I'-ID' Z V FIBERt'1ESH ON 6 -MIL 6'x6' WIAxWi.4 WU,F OR WASHER AND NUT SPACED EVENLY FROM > POLY ETHYLENE VAPOR F FIBERME5H ON 6 -MIL FLOOR TO BOND BEAM. SET IN JOINTS O POLY ETHYLENE VAPOR PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC., REINF. W/ 6'x6' 00 4' 8" 4" BARRIER ON n 0 SOLID POUR ACCEPTABLE RETROFIT) ° a d WI.4xWIA WWF OR FIBERMESH ON 0'-0' FIN. FLR. WELL -COMPACTED CLEAN BARRIER ON 4' I'-0° 4' 6 -MIL POLY ETHYLENE VAPOR TERMITE TREATED FILL WELL -COMPACTED CLEAN • d0 BARRIER ON WELL -COMPACTED ° ° 4 (2) S REBAR ON CHAIRS i'-8" TERMITE TREATED FILL CLEAN TERMITE TFII FILL Q d ° REBAR ON CHAIRS ° d 1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR °L`D BSD`` d c AT L.B. ��.W�NO- UPLIFT AT L.B.W. BLOCK WALL CONNECTION OMITTED DOWELSTIONAL ff TIE VERTICAL REBAR VARIES PER ELEv. '=I' -D' tJ B SCALE: In'=r-®' 1 2 scALE: 1/2'=r_0• A SCALE: 1/2'.r -ID' REBAR W1To lo' HOOK z d ° TIE VERTICAL REBAR O P a TO14ORIZATIONAL CHASE THRU FOOTING GROUTED BOND BEAM �_ a.. REBAR W/ 10' HOOK 8" VARIES 8° I -STORY VARIES PER ELEV. - VARIES PER ELEV. CAULK AND SEAL (2)'5 REBAR ON CHAIRS z a 3• 3" 2 -STORY ° (3) ^5 REBAR ON CHAIRS ° GROUTED BOND BEAM d N d a. (3) ''5 REBAR m 2 STORY d N !n GAS LINE as OUTSIDE REBAR TO BE d� CI) M5 REBAR VERTICALLY W/ CONIC. ° CONTINUOUS POURED CELL I �' PYC SLEEVE FOR GAS LINE ° a R-4.1 INSUL. MIN. a U' 0 a, Cmu S" CMU 12' GYP. WL. BD. ° - WOOD BASE d v 1/2' DRYWALL 2'-I" MIN. LAP IL SHOWER RECESS FOOTER Q w 3 I2' GONG., REIOR F1 W/ 6'x6' -I z Q W1.4xW1.4 WU1F OR FIBERMESH ON 10 III BASE REBAR LAP AT FOOTING N � � - BAR POLY ETHYLENE VAPOR 0. CLEANOUT REQUIRED (L � CLEANOUT REQUIRED SCALE: I'=I'-fD' B _ U BARRIER ON WELL -COMPACTED d FOR INSPECTION FOR INSPECTION Q SCALE: 12'=I'-0' O � CLEAN TERMITE TREATED FILL � 4. 1' RECESS FOR a z - S�s.D, TRACK o' FINISH FLOOR a 6' PVC CHASE THRU FOOLING 0'-0' FIN FLR 0'-0' FIN. FLR. Cd ' • d °a d TIE VERTICAL REBAR ° °d ° TIE VERTICAL REBAR w' (1) p5 VERT. DOWEL ° d ° REBAR W/ 110 HOOK > ° a. a LAPPED W/ BOND BEAM � } I -STORY ° a.a REBAR W/ 10' HOOK (Y a 4 a ° TO HORIZATIONAL ° (1) +5 REBAR AT CORNERS d ° l2) +5 REBAR ON CHAIRS d W/ 25' LAP MIN m ° 0 1_4, 2 -STORY ' a [ (3) S REBAR ON CHAIRS > > HORIZONTAL VERTICAL HORIZONTAL VERTICAL REINFORCING AT TVP. REBAR LAP 1 -STORY FOOTING REINFORCING BEA �IN 1 SLAB AT S.G.D. G GAS LINE THRU BLOCK W BLOCK WALL EF G CHANGE C AT LINTEL CORNERS SCALE: 1/2'-1'-0' SCALE:I'=I'-0' SCALE:I'=I'-o' SCALE: 12'-1'-0' 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 aww"Now©! SUBDIV. & LOT: KENSINGTON RESERVE (LOT 12 6) PAGE: FOUNDATION DETAILS mrgulgK9120=01:11py WITATI, IDATE: 7/25/18 SCOT•' : 1/4„=1,-0„ SHEET 5 Aop- 9 : s s s I I I I I I FA�R H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ SUEDIV. & LOT: KENSINGTON RESERVE (LOT 126) PROJECT #: 82065.126/00001 PAGE: DOWEL PLAN STATEOF • SC :1/4"=13_6„ SHEET 5 D F 9 I t t I t t b- b - N b - c0 � N N L[i N i N _ �l i N m c0 c0 t m c0 m - N i N i N _ i m � N _ N _ t N ®.® t _ , 7I -= I � N t � r DOWEL P 8C4LE= 1/4 FA�R H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ SUEDIV. & LOT: KENSINGTON RESERVE (LOT 126) PROJECT #: 82065.126/00001 PAGE: DOWEL PLAN STATEOF • SC :1/4"=13_6„ SHEET 5 D F 9 I t t I t t CL_ CL- SCALE: 1/4 = 1'-0" GENERAL NOTES: I. CODES LI. FLORIDA BUILDINGS CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 E 8606 2. FLORIDA BUILDING CODE RESIDENTIAL, &TH EDITION (2011 J, SECTIONS 1901.2E 2101. 1. 3. BUILDfNG- CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 31S -08J. 4. AMERICAN SOCIETY OF CIVIL ENG=INEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: ?.I. GONGRETE COMPRESSIVE 5TRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI 2.1.3. GROUT PER 45TM C416 - 3000 051 LU/ MAX. 3/8" AGGREGATE, a' TO 11. 5LUMP. 2.2. REINFORCING BARS: 22.1. STEEL PLACED IN FRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE (10) 2.22. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 45TM 4615 (GRADE .40)- 2.3. FRE-5TRE55ED STRANDS ASTM 4410 1 -WIRE, 5TRE55 RELIEVED 210 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANCE U)ITH AGI 315. 2.5. GONCRETfNG OFERATION5 5' -i' -LL COMPLY WITH AGI STANDARDS. 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION S --ALL CONFORM TO THE 5PECIRCATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 3.2. MINIMUM MA50NRY UNIT STRE\!STH: F'M IH00 PSI. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: T1. SAFE LOAD VALUES ARE EASED ON LINTELS WAVING A BEARING OF 3" (WITW A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, oT 1 EDITION (2011), SECTION Ro0o.l4 OR FLORIDA BUIUpING CODE RESIDENTIAL, 5TH EDITION 02014), SECTION ?104.1_5 - EXTERIOR MA50NRY LJALL BRIG, NE IGHT$ NON-BRCx. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8 x 8" LINTELS !INTEL SAFE LATERAL LOADS (PLF) Total Length T9Pe 3"x8' PLAIN SOLID 2'•10' Precast 1333 3964 1112 Precast 1168 2318 4'-0' Precast 344 1614 Frecast Frecast '038 1266 4-3' Frecast 536 1163 5'-4' Precast 666 1353 5'-10' Frecast 543 1105 6'-4' Frecast 634 1'64 6'-6' Frecast 612 1233 T•8' Frecast 518 1211 l' -'o' Frecast 446 338 l'-8' Precast 425 394 3'-0' Frecast 381 814 V-4' Precast 354 145 9'-4" Frecast 271 583 10'-6" Precast 192 453 11'-4' Frecast 198 620 12'-0' Precast 164 549 12'-6' Frecast 143 504 13'-4' Frecasi 116 404 14'-O' Frecast 99 391 14-3' Prestressed NA. 341 15'-4' Frestressed NA. 302 11'-4' Prestressed NA, 213 19'-4' Frestressed NA. 176 20'-0' Prestressed NA. 159 21'-4' Frestressed NA. 131 22'-4' Frestressed N.A. 120 24'-0' Frestressed NA. 93 NR - Not Recommended LINTEL SAFE LATERAL LOADS (PLF) LENGTH Total Length Tyke 3' DOOR HEADER PLAIN 3' DGOR HEADER SOLID S/28 -5-(1x.4/(1)1_ 3'-B' Precast 1112 ?011 4'-0' Precast 950 1611 04 .' . 4'-2" Frecast 361 1521 L-3 4'•4' Frecast 135 1386 4'-61 4'-3' Frecast 659 1165 )1.4/(1)L 4815 Precast 650 Illi _I L -(o Precast 504 964 • T•8' Precast 411 181 PRECA5T 8'-3' Precast 356 664 2!65 2603 Precast 236 535 FF -PC -15T LOTT'S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH T1'PE 131-4' 5RG. HT. COMMENTS 8"X16" KNOCKOUT BLOCK 3 fro S/28 -5-(1x.4/(1)1_ PRE5TRl=5SED L-2 4'-8' S/14 -5 -NAA K04- RECE55E1;) L_ 2,4 9'-4' S/leo-S-Cix,4/Ci)L 04 .' . L -2B 4'-a' S/20-5-(1x0/(0)L TOP BARS: L-3 4'-11 S/iro-5-11x,1/(0)L 3'-6' L -3A 4'-61 S/16-S-Cix,4/CID)L 116. '.o .. I L -4 3331 )1.4/(1)L 4815 L-5 •' (1) #5 CONTINUOUS _I L -(o (1) #5 CONTINUOUS 1133 2111 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, (2) (1) #5 CONTINUOUS TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS (1) #5 CONTINUOUS 316° 8"X16" KNOCKOUT BLOCK 3 fro 8"X16" KNOCKOUT BLOCK LINTEL TYPE ^= a • q 000 PSI GROUT PLACED IN FIELD) GRAVITY CAPACITY (0,T,U GRA`/ITY UPLIR CAPACITY CAPACITY (I/'5L MSU(li �L fl,'1U eV 3000 PSI GROUT (PLACED IN FIELD) -=� a 4 I'-6' 04 .' . TOP BARS: aim .• 114 •' • TOP BARS: 1809 t, SEE SCHEDULE 3'-6' iq i •'; SEE SCHEDULE (2) 2 116. '.o .. I 2415 3331 IS'O .: Ia• 4815 _ •' (1) #5 CONTINUOUS _I (2) 2 (1) #5 CONTINUOUS 1133 2111 • 3386 3336 (21 2 ..i . . PRECA5T (D 2 (2) 2 . ...i • -N7/32" STIRRUPS AT 4'-0" cc 2!65 2603 ,ry 7/32" STIRRUPS AT 4'-0" cc 3'-4' FF -PC -15T ;• (TIED OR WELDED) dI� - .; :• (TIED OR WELDED) 2421 5'-4' 4'-0' BOTTOM BAR r (2) 2 i BOTTOM BARS 1651 1310 1381 SEE SCHEDULE (PRECAST) 4 -6' FFZCA5T (2) °3 CHEDULE SEE SCHEDULE----------- (2) STRANDS 7/16"-- 7 WIRE STRESS RELIEVED 270ksi PRESTRESSED CABLE 78' �aI. 8/16-S-(1) #5A1) #5 8/16-S-(1) #5A1) #5 PRECAST PRESTRESSED NR -NOT RECOMMENDED TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS oY• , ra: SAFE WORKING LOADS (PLF) LINTEL ENGT.7 CLEAR SPAN LINTEL TYPE LINTEL 5TEEL 50TTOM 3AR TOP BAR UNFILLED GRAvITY CAPACITY (1:5! GRAVITY CAPACITY (0,T,U GRA`/ITY UPLIR CAPACITY CAPACITY (I/'5L MSU(li �L fl,'1U eV UPLIFT CAPACITY L (2rU 2 -!D' I'-6' FRECA5T (2) ? (2) 2 4245 1309 1809 8529 !0000 3'-6' 2'-2' FREGAST (2) 2 (2) 2 2415 3331 3331 4815 4.315 PRECAST 2'-8' FREGAST (2) 2 (2) 2 1133 2111 2711 3386 3336 (21 2 3'-2' PRECA5T (D 2 (2) 2 1343 2165 2!65 2603 2603 4'-8' 3'-4' FF -PC -15T (2)? (2)2 1232 2011 2011 2421 2421 5'-4' 4'-0' FRECAST (2) °3 (2) 2 !006 :'051 1651 1310 1381 5 -IV 4 -6' FFZCA5T (2) °3 (2) 2 %fl 1423 1423 1410 !609 2932 1 4411 FRCA5T (2) °4 (2) 2 140 1233 1283 12!6 1405 4151 11 PRECAST (2)'4 (2) 2 110 1232 1232 1145 1343 6'-8' 5'-4'PRECAST FRECAST (2) d4 (2) 2 682 1134 1!84 Ical 1295 1-6" PRECAST FRECAST (2) °4 121 ? 510 991 991 825 !032 T -V 1'.4' FRECAST (2) °4 (2) 2 551 1 959959 8'-4' 184 1041 3'-D' 6'-3' PRECAST (2) 14 (2) 2 513 902 902 112 934 (2) 2 1969 PRECAST 12J °4 (2) 2 483 351 851 643 921 1621 1621 FFECAST (2) 914 (2) 2 416 126 126 499 190 1455 195 FRECAST (2) °4 (2) 2 354 618 613 330 613 691 10'-0' FREGA5T (2) 5 1 (2) 3 315 561 961 311 601 12'-0' 10'-3' FRECA5T (2) 5 (D 3 292 525 525 211 561 12'-6' 11'-2' FREGAST fD "-o (2)'3 217 498 493 251 5!2 I3'-4' 12'-0' FRECAST (2) 5 l2) 13 255 458 458 214 442 14'-D' I2'-3' FRECAST (D 5 (2J 3 239 430 430 190 395 !4'-3' 13 '-4' PRESTRESSED (2)+4 (2)12 N.R. 418 418 230 446 15'-4' 14'-0' FRE5TRE86ED !D "4 (2) 2 N.R. 319 319 210 401 633 633 FRE5TRE55ED (2) "4 (2) 2 N.R. 283 288 :63 591 19'-4° 13'-0' PRE5TRE55ED (2) 5 (2) 3 NR 224 2?4 T311 131 254 20'-0' 13'-3' PRE5TIZ'.SSED (2) 5 (2) 13 NR 201 201 122 231 21'-4' 20'-0' FRESTRE55ED (2) IS (2)'3 NR Ill 111 101 203 22'-0' 20'-8' FRE5TRE5"s--D (2) 5 (2) 13 N.R !64 164 !00 195 24'-0' 22'-3' FRE5Tr<55ED (2) 5 (2) •3 NR 132 132 e4 163 NR -NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTFLS ! NTE! CLEAR LINTEL TYPE LINTEL STEEL GRA`/ITY G-RAVITY UPLIFT UPLIFT ! ENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY 3AR BAR (0)5L (1, (IP5L (I/SU (I/S! (IPU (IiSL (2.5U TABLE No. 4 TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES oY• , ra: SAFE WORKING LOADS (PLF) LINTEL LENGTH C! EARLINTEL SPAN T7PE LINT! STEEL BOTTOM BAR TOP EAR GRAVITY CAPACITY (0,`5L (145U GRAVITY CAPACITY (1?5L (1)5U UPLIFT CAPACITY (1/5! (1�5U UPLIFT CAPACITY (I?vL (2/-5U 2'-10' I'•6' FFcECAST (2)2 (2)? IDDDD i0000 10000 I0000 IDDDD T-2' PRECAST (2) 2 (2) 2 5931 !O DDD IDDDD 10000 4'-0' �'-8" PRECAST (D 2 (2) 2 4261 10000 5139 I0000 4'-6' 3'-?' FREGAST (21 2 (D 2 3211 9161 6592 t0000 4'-8' 3'-4' Pi�GAST (27 2 (D 2 2944 8 4!4 1 6049 10000 5 -4' 4 -D' PRECAST (D 3 l21 2 4323 6431 44?l 1041 S -10' 4-6' PRECAST (D °3 (2) 2 3?23 5016 36� 5430 'a'-4' S' -D' PRECAST (2)'4 (2) 2 4115 4175 2932 1 4411 6 -6' 5-2' FREGAST (2) 14 (2) 2 3934 3934 2810 4151 11 F-4' PRECAST (2)°4 (2)2 3119 3T9 2653 1 3919 1-6 ' 6 '-2' FRECAST 1 (1114 (?)2 ??I1 2911 2030 3060 1'-8' 6'-4' PRECAST (2)'4 (2) 12 2196 21i6 1932 2931 3' -ID' 6'-3' FRECA6T (2) °4 (9) 2 2531 2531 1154 ?lD? 8'-4' l'-0' PREGA5T (2) "4 (2) 2 2396 2396 !a0D 2506 9'-4' 3'-0' PRECAST (2) "4 (2) 2 1969 1'69!?33 2355 2055 10'-6' 9'-2' FRi EGA5T (2)'4 (27 2 1621 1621 941 !695 II'-."' 10'-D' FRECAST (2) 5 '2J 3 1455 1455 195 504 _T2'-6' 10'-3' PRECAST(2)5 (2) 5 2)13 1335 1335 691 1319 12'-6' 13'-4' II' -2' 12'-0' FREGA5T FRECAST (11'5 (2) 5 1 (D 3 (11'3 1251 1144 1251 1144 634 545 1293 1!29 14'-0' 12'-3' PRECAST (D 3 (D 3 IIDI ID66 436 IDI2 14'-5' 13'-4'P -5TRES5ED (2) "4 (2) 2 1419 1419 451 902 15'-4' 14'-0' PRESTRESSED (2) d4 (2) 2 1291 !291 411 323 IT4 16'-0' 1 F-RESTRESSED 1 (1114 (D 2 993 993 325 641 19'-4' IS' -0' FIZSTR=SSED (2) 5 (2) 13 135 135 260 513 -20'-fl' 18'-8' PRESTRESSED (D 5 4?) 3 1Z9 129 243 419 21'-4' 20'-0' PRE5TRE65ED (D 5 (2) °3 633 633 213 420 22'-0' 20'-B' FRESTR66ED (2) 5 (2) 3 591 591 200 394 24'-D' ?2'•3' PRE5TRE55ED (2) 5 (2) "3 431 481 161 330 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTFLS ! NTE! CLEAR LINTEL TYPE LINTEL STEEL GRA`/ITY G-RAVITY UPLIFT UPLIFT ! ENGTH SPAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY 3AR BAR (0)5L (1, (IP5L (I/SU (I/S! (IPU (IiSL (2.5U TABLE No. 4 64 REINFORCING SCHEDULE & LOAD CAPACITIES oY• , ra: SAFE WORKING LOADS (PLF) ! INTEL LENGTH CLEAR SPAN 8" X 24" COMPOSITE LINTELS LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAFACITY (0f5L (li151U LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPL',FT 1H IFT LENGTH SPAN CAFAGTY CAPACITY CAPACITY CAPACITY TTOM 3AR TO' BAR !D/*5L (I)5U (I/SL (IJSU (Ii3L (115U (IJSL (2i5U 6 64 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS oY• , ra: �w ! INTEL LENGTH CLEAR SPAN LINTEL TYFE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAFACITY (0f5L (li151U GRAVITY CAPACITY (I)15L !I)5U UPLIFT CAPACITY 0,F51L (IJSU UPLIFT CAPACITY Oi5L (2fiU 2'-10' 1'-6' PRECAST () 2 (2) 2 100 i0000 '.DODO 10000 IDDDD 2'-Y PRECAST (2) 12 lD 2 ! D LIDO 10000 I 0 10000 -3' PRECAST (2)2 (2)? 1916 IDDDD IDDDD 10000 4'-6' 3'-2' FRECAST (2) 2 (2) 2 6001 10000 10000 10000 4'-3' 3'4' FREGAST (2) 2 (2) 2 5509 10000 10000 10w0 S-4' 4'-0' r=RECAST (213 (2) 2 9011 10020 3365 10000 -ID' 4'-6' FREGAST (?) 3 (?) 2 1331 I0000 6306 !0000 6'-4' S'-0' FRECAST (2) 14 (2) 2 10000 10000 5641 10000 1DDID0 S'-2° PRECAST (2)$4 (2) 2 10000 '.0000 5318 109011 11 � -4' PRECAST (D °4 (2) 2 9633 10000 5021 10000 1-6' 6'-2' FRGA3T (2) °4 (2) 2 1403 9961 3343 1693 l'-3' 6'-4' PRECAST (11'4(112 (2J "4 1054 9!'918 3662 1329, 3'-D' 6'-3' FRECAST (D "4 (2) 2 6419 1391 3323 5661 1060 1'-0' PRECAST (2) °4 1 (2) 2 1 5364 6933 3031 6091 9'-4' 3'-0' FRECA5T (D °4 (2) 1 4561 5066 2355 4145 4243 -2' FREGA6T (1114 (2)2 3526 3344 1391 3663 II'•4' 12'-0' !0'-0' '0'-3' FFFCA5T PRECAST (D 5 (D 5 f2) 3 (D 3 3290 ?933 3290 2933 1521 1336 3098 2133 _T2'-6' II' -2' FRECAST (2) 5 (2) 3 21!3 2113 1211 2499 -T3'-4__T2 '-0' PRECAST (D 5 (D 3 2416 2d!6 1049 2168 14'-0' 12'-8' PREGA5T (2) 5 (9)'3 2219,2210 2131 931 1941 14'-3' 13'-4" PRE5TRE58ED (D °4 (2) "? 2311 2311 126 1431 15'-4' 14'-0' PRESTRESSED (11'4 (D 2 26!6 2616 663 1312 IIT 4' 19'-4' 16'-D' IS' -0' PRESTRE55ED PRE5TRE55ED (1114 (2) 5 (2) 2 lD 3 2023 1601 2023 !601 516 413 !022 318 20'-0' 21'-4' !3'-3' 20'-0' FRE5TRE65ED PRESTRESSED 1 (2) 5 (D 5 !D 3 l2) 3 1496 1305 1496 1305 385 333 163 669 183 20'-8' FRESTRSSED (D 5 (2)-3 1222 1221 311 629 24'-D' 22'-3' FFE5TR55ED (2) °'o (2) 3 1014 1014 266 521 6 64 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS oY• , ra: �w LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOhI BAR TOP BAF GRAVITY CAPACITY (0.V°5L (InU GRAVITY CAPACITY (1151_ (I'll UFLIF7 CAPACITY (1)5! (Ii51J UPLIFT CAPACITY (li"5L (2foU PRECAST (D 2 PRECAST (2).2 (2) 2 10000 10000 IDDDD IDDDD (2) 2 (2) 2 -2' �GAST (2)12 (9) -9 10000 10000 10000 10000 4'-0' 2'-3' PRECAST 121.? (2) 2 9213 !0000 IDDDD IDDDD 4'-6' 3'-2' FRECAST (11,2 (2) 2 6940 10000 IDDDD 100 4'-8" 3'-4' FREGAST (122 (2)2 6364 10000 10000 !OWO 5'-4" 5' -ID' 4'-0' 4'-6' PRECAST PRECAST (?h3 (2),3 (2) 2 (2) 2 IDDDD 8543 IDDDD 'D 000 9619 1316 10000 10000 6'-4'-0' _5'-2' PRECAST (?)','4 (112 100ID0 1000ID 6529 IDDDD 6'-6' 5'-2' PRECAST (2)114 (2) 2 100 10000 6!55 1DDID0 FREGAST 5'-4' FRECA5T (2)'"4 (D 2 10000 10000 5311 10000 l•6' 6'-?' FGAST (2)'4 (2)'-� 3531 iD0D0 4455 8?!'0 (2) 2 334 501 501 FREGA5T (11'4 (2) 2 8172 !0000 4240 2491 435 3!'91 PRECAST (2J "4 (2) 2 1436 111000 3353 1121 8'-4" 1'-11' PRECAST (21'4 (D? b194 10000 3516 1060 9'-4' 8'-0' FREGAST (2)14 (D 2 5293 6983 2121 5501 10'-6' 9'-2' F -'RECAST (2) "4 (2) 2 4036 5043 2094 4243 II ' -4' 10'-0' PRECAST (2J 5 l2) 3 4221 4221 1163 3593 1?' -0' 10'-3' FREGAST 1203 !2)3 3119 3119 1549 3110 12'-6' II' -2' �GA5T (115 !2)3 3412 3412 1411 2899 13'_4' 12'-11' PRECAST (2)5 (2)3 2993 2998 1218 251v 14'-11' 12'-5' PRECAST (2) 5 (2) 3 2131 2131 ID83 2260 12'-3' FRECAST FRE5TRE55ED 111 34 (112 3231 3231 149 1484 15'-4' 14'-0' PRESTRESSED 121 +4 (2) 2 2945 2945 663 1355 17'-4' 15'-4' 16'-9' 13'-0' FRE5TRE5SED FRE5TR'c55ED (2) °4 (2) 5 (2) 2 (7) 3 2280 1813 2230 !813 532 426 1055 344 211'-0' 18'-5' PRE6TRE55ED (2) 5 !2) 3 1683 1638 391 183 21'-4' 20' -ID' PRESTRESSED 1215 !2) 3 1413 1413 348 631 FRESTRE55ED (2) 5 (?) 3 1330 1380 321 '9144 24'-D' PRESTRE55ED (2) 5 (D 3 1141 1141 214 544 6 64 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS oY• , ra: �w LINTEL LENGTH CLEAR SPAN LINTEL TYPE ! INTEL STEEL PLAIN GRAVITY GRAVITY GAPACITY BOTTOM BAR TOP BAR CAPACITY (9fSL (IrU GRAVITY CAPACITY (InL (I/'5U UFLiFT CAPACITY (IJ5L (InU UPLIFT CAPACITY (I 5L (2r'5U 2 -V I'-6 PRECAST (D 2 (D 2 2135 3141 3141 4413 4413 3'-6' 4' -ID' 2'-2" ?'-8' PRECAST FREGA5T (2) 2 (2) 2 (2) 2 1513 1865 (2) 2 1131 1425 IEoS 1425 2480 1363 2480 1863 4'-6' 3'-2' PRECAST (2) 2 (2) n 819 1151 1151 1489 1439 1320 3'-4' CAST (D? (2)2 806 Oal ID31 1396 �3% (2) 2 963 4' -ID' FREGAST (2) 3 (2) 2 659 930 930 1114 1114 (2) 2 4'-6' PRECAST (2) 13 (2) 2 511 809 309 938 966 FREGAST -0' FREGAST (D+4 (2)2 494 741 141 115 352 S'-4' _5'-2' PRECAST (2)''4 (? "? 416 ll9 119 l3D 820 l'-3' 5'-4' FRECAST (2) °4 (D 2 458 693 693 688 190 641 6'-2' FREGAST (D °4 (D 2 33l 536 536 525 661 315 6'-4' PRECAST PR"GAST (2)'41 (11'4 (2) 2 315 568 (2)? 353 536 563 536 499 452 641 609 6-4' l'-0' FREGAST (11'4 (2) 2 334 501 501 SII 5l'v 9'-4' 3'-0' FREGAST (2) °4 (2) 2 ?3'0 435 435 3!'91 494 >7 9'-2' FREGAST (2) °4 (2) 2 245 371 312 239 423 (D °4 10'-0' FRECAST (2) 5 (2)-3 213 345 345 199 338 12'-0' 10'-3' FRECAST (D 5 (2) d3 20? 282 232 Ila 215 !2'-6' II' -2' FRECAST (?) 5 (?) 3 I?D 243 243 151 238 13'-4' 12'-0' PRECAST (2) 5 (2) 3 151 i92 192 130 !83 14'-0' 12'-3' FRECA5T (2) 5 (2) 3 126, 160 161 I09 151 6 64 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER oY• , ra: �w ! INTEL 1 ENGTH LENGTH - CLEAR SPAN LINTEL TYPE LINTEL 5T--P- TEE! UNFILLED rFVVITY BOTTOM BA TOP EAR CAP- ACITY GRAVITY CAPACITY (I/5L 10T5U GRAVITY CAPACITY (Ii15L (USU UPLIFT CAPACITY (Ir`SL (IP'oU UPLIFT CAPACITY (ISL (2)5U 3'-3' 2'-4" FRECAST (2)2 (2)2 L'60 1691 1691 2234 2234 e FREGA5T (2)? (2)2 1131 1425 1425 1863 1863 4'-2' T-10' FRECAST (2)? (2)? 104? 1320 1320 1119 1119 4'-6' 37-0' rRECA5T (2) 2 (2) 2 963 1230 1230 1596 '596 4'-8' Y-4' PRECAST (2) 2 (2) 2 306 1031 1081 1396 1 1396 5'-4' 4'-4' FREGAST (D 3 (2) 2 593 840 346 1003 1011 6'-3' S'-4' FRECAST (D °4 (2) 2 453 693 093 638 190 l'-3' 6'-4' FRCA5T (2) °4 l?) 2 315 Na 5'08 499 641 v-8' T-4' FRECA5T (2) 14 (2) 2 316 480 4aO 315 546 9'-3' 3'-4' FFcCA5T (2)s4 (?)2 ?13 415 415 291 412 6 64 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS oY• , ra: �w L INTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL 5TEEL BOTTOM BAR a' • mlro UPLIFT CAPACITY ll i! (1:5U UPLIFT CAFACt7Y (I/5L 12P5U y.'4 I'-6' °. • •4: (2 2 (2) 2 3115 10000 100010 10000 e PRECAST (2) 2 .. Irae. I0000 10000 i8/20 -S-(1) #5/(l) #5 8/24-S-(1) #5/(1) #5 ui m 3;' 8/16-S-(1) #5/(1) #5 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINT! TYPE LINTEL STEE! GRAVITY GRAVITY UPLIFT UPLIFT =HGP.! SPAN GAPACITY GAPACITY GAPACITY GAPACITY BOTTOM 3AR TCP 3AR (IDI 51_ (IPSU (I/"iL (1J5U (lis! (I:SU (1051_ (2r5U .15d 8 8/14-S-(1) #5/(1) #5 iA m 316' 8/32-S-(1) #5/(1) #5 8/28-S-(1) #5Z(1) #5 A R C H ITEC TS 1'+'il 114. RVIvhiLV F%L. 1 In ul..vv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBnzv ac ]LOT: KENSINGTON RESERVE (LOT 126) � W�ELL DA"Im t7 /25/18 S C AIotE: 1/4)) =1' - 0 )) SHEET 5 C ®F9 t s t s t t s t t t TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS L INTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL 5TEEL BOTTOM BAR TOP BAR GRAVITY GRAVITY CAPACITY CAPACITY (0)5! 0,),U lIiSL (1751) UPLIFT CAPACITY ll i! (1:5U UPLIFT CAFACt7Y (I/5L 12P5U 2' -ID' I'-6' PREG^515 (2 2 (2) 2 3115 10000 100010 10000 PRECAST (2) 2 (2) 2 5014 I0000 10000 1 10000 47-11' 2'-8' PRECAST (2) 2 (2) 2 3651 10000 1440 10000 4'-6' 3'-2' FRECAST (2) 2 (2) 2 2141 1021 5612 8223 4'-8' 3'-4' rRECA5T (2) 2 (?) 2 2519 6231 5150 1216 5'-4' 4'-0' FR9CAST (2) 3 (2) 2 4111 4411 3169 433ID 5'-lfl' 4'-6' PRECAST (2) 13 !D 2 3344 3564 3065 3565 FREGAST (2)'4 (2) 2 3036 3033 2539 3219 r"RECAST 121'4 (2)2 2381 2831 2393 3043 6'-3' 5'-4' FRGA5T (2)°4 (2)? 2133 2133 2259 2395 1-6' '91'-2' FREGAST (2) °4 (2) ? 2193 2!93 1129 23019 1'-4' FREGAST (?) °4 >7 2!03 ?103 !645 ??I9 3'-0' V-3' PRECAST (D °4 ) 1957 1951 1494 2058 8°-� 1'-0' PRECAST (2)'4 () !325 1325 1363 1913 V-4' 3'-9' FREGAST (?J °4 !21 2 1511 1511 1054 1591 9'-2" PRECAST (11'4 (2) 2 1265 1265 80i 1324 II' -4' ID' -0' FRCA5T (2) 15 (2) 3 1138 1138 613 1131 12'-D' ID' -3' FRECAST (2)'S (2)3 1041 1041 534 !OST IP -6' 11'-2' PRECAST (2)5 (113 935 983 541 1025 13'-4' 12'-0' FREGA5T (D 5 (D 3 902 902 4'05 935 14'-0' 12'-3' FRECAST (2) 5 (2)-3 342 842 414 853 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINT! TYPE LINTEL STEE! GRAVITY GRAVITY UPLIFT UPLIFT =HGP.! SPAN GAPACITY GAPACITY GAPACITY GAPACITY BOTTOM 3AR TCP 3AR (IDI 51_ (IPSU (I/"iL (1J5U (lis! (I:SU (1051_ (2r5U .15d 8 8/14-S-(1) #5/(1) #5 iA m 316' 8/32-S-(1) #5/(1) #5 8/28-S-(1) #5Z(1) #5 A R C H ITEC TS 1'+'il 114. RVIvhiLV F%L. 1 In ul..vv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SvBnzv ac ]LOT: KENSINGTON RESERVE (LOT 126) � W�ELL DA"Im t7 /25/18 S C AIotE: 1/4)) =1' - 0 )) SHEET 5 C ®F9 t s t s t t s t t t S A R C H I T E C TS t 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 t t appRoupow t I t t IF ♦ .. 11*01 lo ZA Az I A DTE: 7/25/18 S,b:1/4"=1'-0" SHEET 5DOF 9 t QUALITY PRECAST COMPANY 'STRONG' ON SERVICE INP.O, Box 11 Brandon, Florida 33509-0011 LINTEL No, LENGTH TYPE 9'-4" 5RG. HT. COMMENTS L -I IT -4° 8/28-5-(IAJKI)L PRESTRESSED L-2 4'-6' 8/14-5-(IAV(0)L RECESSED L -2A 9'-4" 8/16-5-(1)l KI)L CLEAR L-28 4'-0" 8/20-8-(l/UK0)L GRAVITY L-3 41-64 8/1(o-5-(1)I.,K0)L LENGTH L -3A (2) D4.5 WIRE 8/16-8-(1x K0)L BOTTOM BAR CAPACITY CAPACITY CAPACITYCAPACITY 10000 L-5 4'4" 8/16-5-(l UKI)L PRECAST L-6 4'-V 8/16-8-(I UK0)L (0)#5L (1)#5U EXTERIOR MA5ONRY WALL 13RG. HEIGHTS L-34 L-�o LINTEL PI REINFORCING SCHEDULE & LOAD CAPACITIES L- I U 1 SAFE WORKING LOADS REINFORCING SCHEDULE & LOAD CAPACITIES 16" COMPOSITE LINTELS 2 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS CAPACITY CAPACITY CAPACITY CAPACITY PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN (2) D4.5 WIRE WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITYCAPACITY 10000 SOLID 95 (2) U (1) L 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 (0)#5L (1)#5U 10000 9863 10000 (2) No. 3 4'-8" 3'-4" (0)#5L (1)#5U (1)#5L (1)#5U 2 (1)#5L (2)#51-1 6614 1 10000 1 9053 10000 2) No.4 5'-4" 'V' (1)#5L (1)#5U (2) D4.5 WIRE 2 No. 3 4843 6687 1 6635 DETAIL'U' DETAIL DETAIL 'U' &'V' DETAIL'W' 2'-l0" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 N-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 1 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 1 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 1 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 1 3194 5322 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2) No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 3326 3326 1829 2919 5637 5637 4'-0" 2'-8" 2 No.4 PRECAST (2) D4.5 WIRE (2) No.3 2970 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 3031 3031 1666 2702 2654 4449 3965 3965 2) No.4 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand 2346 2346 1290 2210 (2) D4.5 WIRE (2) No. 3 1966 3390 2) No.4 3053 6-8" 4'-4" 4'-0" 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2 No.5 1763 1578 1578 7'-8" 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1737 1737 959 1778 9'-8" 8'-4" 8'-0" PRECAST 2 No.5 (2) No.4 1000 1000 686 1 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 1516 1516 839 1620 2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 2) No.5 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No.5 1250 1250 658 1300 LINTEL PI REINFORCING SCHEDULE & LOAD CAPACITIES L- I U 1 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 2 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (2) D4.5 WIRE (0)#5L (I)#5 (1)#5LO 1 #5 U(0)#5L (1)#5U (1)#5L (1)95U (1)#5L (2)#5U 1 10000 10000 DETAICH' I DETAILUY DETAIL'H' &'J' DETAIL W I TYPE DESIGNATION L- I U 1 1-6 I KtLHJ I (2 U4.5 W IKt 2 NO. 3 1 1 UUUU ( I UUUU I I UUUU I UUUU GRAVITY S-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1 10000 10000 10000 10000 14'-0" 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 1 10000 10000 SOLID 95 (2) U (1) L 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 (2) No. 3 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 1 10000 1 9053 10000 2) No.4 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 1 6635 7320 1035 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 (2) No. 3 1259 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 446 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 1 3183 PRECAST 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1 3071 3071 2916 3049 (2) D4.5 WIRE 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1 2831 2831 2651 2811 22'-0" 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 4'-0" 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 1 2153 1881 2139 PRECAST 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 816 816 650 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 6'-4" 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 &-0" 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1 1354 PRECAST 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 (2) D4.5 WIRE 14'4" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 I TYPE DESIGNATION 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 NOMINAL HEIGHT GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER 2 No.4 TOTAL _ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 PLAIN SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID 95 (2) U (1) L 3'-8" 2 No.4 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 3 1919 2143 2143 1753 1753 2) No.4 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 1483 1483 4'-2" 2'-10" 2'-6" 2 No.5 (2) D4.5 WIRE (2) No. 3 1259 1259 4'-2" 2'-10" 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 2 No.5 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 21'-4" 20'-0" PRESTRFSSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) D4.5 WIRE (2) No. 3 929 929 4'4" 3'4" 2 No. S PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. S 864 995 995 831 831 I TYPE DESIGNATION 24'-0" 22'-8" PRESTRESSED (2) No. 3 (-) 7/16 strand + 2 No.5 642 642 306 599 QUANTITY OF #5 BAR AT S - SOLID LINTEL 8"x8" LATERAL RECESS SAFE DOOR LOADS (PLF) HEADER 261 H QUANTITY OF #5 BAR AT NOMINAL HEIGHT GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER OR WELDED) TOTAL _ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL LATERAL SAFE LOAD STEEL BOTTOM PLAIN SOLID BAR DETAIL DA' DETAIL 'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID 95 (2) U (1) L 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) 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 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 4'4" 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 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 7-8" 6'-4" 6' 0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" &-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.,3 1819 I TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH 261 H QUANTITY OF #5 BAR AT NOMINAL HEIGHT TOTAL LENGTH UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEF SCHEDULE) (1) #5 CONTINUOUS RECD. M7/32" PER STRUCTURAL PLAN STIRRUPS AT 4'-0" cc ED OR WELDED) !nOTTOM BARS EE SCHEDULE MIN: 78" MW: NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION 3000 PSI GROUT (PLACE*IELD)/ TOP LEG BARS: 8'-0" 1 (SEE SCHEDULE) (2) D4.5 WIRE (2) No.4 396 (1) #5 CONTINUOUS REQ'D. 261 PER STRUCTURAL PLAN GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN 7/32" STIRRUPS AT 4'-0" cc -jlcp(TIED OR WELDED) LINTEL STEEL BOTTOM BAR BOTTOM BARS `"INSEE SCHEDULE 758. NOTES: I 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 HEADER SECTION 9'-8" 8'-4" 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(11U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5(1)U10,L SOLID #5(2)U(1)L DETAIL'DU' DETAIL 'DV' DETAIL DU- &'DV' DETAIL 'DW' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 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 LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEBL BOTTOM BAR 95(1)U(0)L GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 i SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" Y-0" PRECAST (2) D4.5 WIRE (2) No.'3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (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 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.,3 1819 4139 3839 3839 6'-8" 34' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BARSOLID GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 1 903 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. LOT. KENSINGTON RESERVE (LOT 12 6) M®DEL: SUMMERLAND (VERSION#01) PROJECT. 82065.126/00001 PAGE. LINTEL PLAN (QUALITY PRECAST) i DATE: 7/25/18 SC :1/4"=1'-0" SHEET 5 E ®F 9 3 t S s s I I Q ry () O _ U Z Q cn Lid U Q SIMPSON DES. CONNECTOR UPLIFT GRAVITY USP DES. SC EDULE CONTROL DATE: 01-01-15 UPLIFT GRAVITY FASTENER META -16 1450 PTA 16-13 DBL 2 x 10 1400 DBL 2 x 12 (U 10d x 1 1/2' I -PLY, (6) 10d 2 -FLY, (USP: (10) I0d X 1 1/2' - NO Ibd OPTION) (2) META -16 1938 1900 (2) PTA 16-13 DBL 2 x ro 23'00 DBL 2 x 5 (I0) lOd x 1 I/2' 1 -PLY, (USP: (10) IOd x 1 1/2") (14) 16d 2 -FLY (USF: NO 16d OPTION) HETA-I' 1310 HTA 16 AT EACH END OF HEADER 1615 (9) IOd x 1 1/2' I -FLY, (3) I0d 2 -PLY USF: (10) 10d x 1 1/2', NO lad OPTION HETA-20 1310 HTA 20 1615 (9) IOd x 1 1/2' I -PLY, (5) IOd 2 -PLY USP: (10) I0d x 1 1/2', NO 16d OPTION (2) HETA-2fl 2035 2500 (2) NTA-20 3110 (10) loci x 1 1/2' I -PLY USP: (10) lod x 11/2' (12) 16d 2 -PLY (USP: NO 16d OPTION) LGT-2 2150 LUGT-2 1915 ("1) - 1/4' x 2 1/4' TITEN, 2 PLY (U5F: BLK (5) 1/4' W'3, WOOD 06) I0d DETAI -20 2430 NO USP CONVERSION FOR SIMPSON DETAL-20 (13) - Cod x 1 1/2,1 PLY MGT + 39'05 MUGT N 4000 (I) 5/3' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (USP: (23) 10d TO WOOD) HIST -2 10930 HUGT-293'05 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 01 0 10d TO WOOD (USP: WOOD (3) IOd) HIST -3 + 10530 HUGT-3 93'05 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (3) 10d) LGT3-5D32.5 3285 LUGT-3 5330 (12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3B' x 5" TITEN HD TO WALL (USP: GONG. (4) 3/8' X 5' WEDGE BOLT, WOOD 02) W'525) LT42 1210 PARALLEL TO WALL 1425 FERFENDICULAR TO WALL LPTA 1555 (10) I0d x 1-1/2" (USF: (10) 10d x 1 I/2" VGT 4940 NO USP CONVERSION FOR SIMF50N `/GT (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Cleo)-SD5 1/41X3' TO WOOD (2) VGT MT5-12 1135 1000 NO USP CONVERSION FOR 31MP50N (2) VGT) MTW 12 1595 (2) 5/3' A.T.R. IN HIGH STRENGTH EFOXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 FLY (14) loci x 1 1/2' (USP: (14) IOd x 1 1/2', (14) loci) NTS -leo 1150 HTW 16 16x0 (16) IOd x 1 1/2' CUSP: (16) lod x 1 1/2', (16) IOd) HT5-20 1450 HTW 20 2045 (24) IOd x 1 1/2' (USP: (24) lOd x 1 1/2', (20) IOd) HT5-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USF: (24) I0d x 1 1/2', (20) Cod) LSTA-12 925 L3TA 12 910 (10) lod U5P: (10) Cod L5TA-13 ++ 1235 _STA IS 13'00 (14) Cod USP: 04) Cod M5TA-15 =- 1315 116TA-13 1315 (14) IOd USP: (14) Cod M5TA-24 -- 1640 MSTA-24 1150 (13) Cod USP: (13) loci M5TA-30 ++ 2050 MSTA-30 2140 (22) IOd USP: (22) IOd M5TA-36 2050 M6TA-30 2525 (26)IOd USF: (200 10d M5TI-36 3300 K5TI 236 3090 (36) lod x 1 1/2' USP: (3'oJ lod x 1 I/2" M5T1-43 5005 KT51 243 4250 (43) IOd x 1 1/2' USP: (43) loci x 1 1/2' 95o LFTA 0 1595 (3) 3d TO PLATES, (3) 3d TO STUDS (U5P: (16) 3d x 1 1/2', (lee,) 8d) 5P4 335 SPT 4 945 (6) 10d x 1 1/2' 70 STUDS USP: (6) lOd x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 3d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. USP: (4),5d x 1 1/2' TO BEAM, (4) 3d x 1 1/2" TO POST. 'HGP2 645 HHCP 2 1010 (12) IOd x 1 1/2' U5P: (10) 106 x 1 1/2' TO TRUSS, (10) I0d X 1 1/2" TO PLATE HIDA 1340 RT 1&A 2150 (18) IOd x 1 1/2' USP: (9) IOd x 1 1/2' TO TRUSS, (3) I0d X 1 1/2" TO PLATE VG -T 4 HDU4 4565 PHD 4A 4535 (16)-5DS 1/4'x3' TO WOOD, (10)-5D5 1/4'x2 1/2' W/ THREADED ROD, (2) NUT5N)A5HER/2 FLY USP: 5/3' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT e HD1B ABU 44 4940 2200 6605 TDX 10 PAU 44 5110 2535 6115 (16)-5DS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLT$ W/ THREADED ROD, (2) NUT5/WASHER/2FLY USF: 1/3' ATR MIN, 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/3' THRU-BOLTS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12) 1'0d TO WOOD USP: SAME AS 51MFSON ABU 602300 12000 FAU 66 2535 13315 (1) 5/3" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG, (12A1 d TO WOOD USP: SAME AS SIMF50N LTTI9 + , 1340 LT3 19 1205 N (1) 3/4' A.7,R IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC.,(3)IOd TO WOOD USP: SAME AS SIMPSON LTT203 .-- 1500 LTS 20E3 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EFOXY, (MIN. T EMBED.) IN GONG., (lo)IOd TO WOOD USP: 3/4' ATR MIN 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x 1 1/2', 2-1/2" HTT4 4455 'HTT45 4.465 !U 5/3' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG., (13) 51:)'10 X 1 1/2' (USF: (20) Ibd X 2-1/2') U5P HAS MORE NAIL OPTIONS: (20) 10d, (20) I06 x 1-1/2', (20) 16d x 2 1/2' NTT5 5090 HTT45 543x0 - ° A 21 7 7 7 �� (_0) Ibd X _ I/_ NSP. l_o) I'0d X 2-1/2') USF HAS MORE NAIL OPTIONS: (23) IOd, (23) I0d x I-12', (?O) Ibd x 2 I/2' U5 H ,-.M R. IN AIL O TIONG-TH EPDXY CHIN. l' EMBED) IN . d x 2 HHDQII-SDS 2.5+ 1 11,310 UFHD II 12090 (1) 1' ATR IN P'GP 5TRENGTF4 EPDXY, (MIN. 10' EMBED) IN CONS-, (24) 5DS y' x 2i'i' WOOD SCREWS CUSP: (24) W53 WOOD 5GREW5) HD1B 6645 TDX 10 5110 r� r woo (USF: (4) 1/a" oL75) Cll 1/3° A.B. IN HI_H STRENGTH -V EPDXY, (MIN. 1 EMBED-) IN CONC., !3J 3/4" STUD EOLT5 O D P B MBHA 3.86/11.25 3415 5330 NFM35X12U 3165 1130 5I1-1FSON: (1) 3/4' A.T.R IN HIGH STRENGTH EFOXY, (MIN. 6.15' EMBEDMENT) N CM.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN ClY.U. FACE, (13)IOd TO BEAM U5P: (1) 1/2' J -BOLT W/ MINIMUM 6: EMBED. e NOT LE55 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14) k2b AT JOIST HU5C412 (WOOD) 2660 (FLR) 3'035 32'05 (ROOF) HU54121F 2530 (FLR) 3060 3225 (ROOF) (10) le0d TO HEADER, (10) 16d TO WOOD U5P: SAME AS SIMPSON HUC410 (CMU) 1610 5085 HD410 IF i9o5 3115 (IS) I/4" x 2-3/4" TITEN 09 PER FLANGE) TO CMU, (I0) 10d TO WOOD: (U5F: (1,3)1/4" x 3' W53 SCREWS, (10) loci TO WOOD. HUC210-2 (CMU) 1310 5035 HD210-21F 1905 3115 (18) 1/4' x 2-3/4" TITEN (9 FER FLANGE) TO GMU, (10) IOd 70 WOOD: (U5F: 0,5) 1/4" x 3' W33 SCREWS, (10) lod TO WOOD HUC210-3 (CMU) 1310 4000 HD210-31F 1905 3115 (13) 1/4" x 2-3/4° TITEN (9 PER FLANGE) TO (-MU, (10) IOd TO WOOD: CUSP: (1,5)1/4' x 3' W53 SCREWS, (10) IOd TO WOOD LGUM26-2-SP3 1 1430 5595 NO USP CONVERSION FOR 51MF50N LGUM26-2-51)5 (4) 3/3" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = 51NF5ON 'SET EFOXY-TIE'. CONTACT THE ARGHITEGT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE AN SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. '+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2" NAILS IN CONJUNCTION WITH A 23q REDUCTION IN THE ALLOWABLE LOAD. WRITTEN AFFROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS AFFLIGATION PRIOR TO INSTALLATION. .; MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' A.T.R. = A-301 ALL THREAD ROD (SIZE, FROTEGTION TYPE, LENGTH, ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNEGTOR5, THE CONTRACTOR MUST BE RE5PON5I5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA51S AND MUST HAVE WRITTEN APPROVAL FROM THE ARGHITEGT/ENGINEER OF RECORD PRIOR To USE. ALL CONNECTOR VALUES 3A5ED ON 5IMF50N 'WOOD CONSTRUCTION CONNECTORS G-2013° , "HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING e FASTENING- 5YSTEM3 FOR CONCRETE a MASONRY CATALCG C-SA5-2012. HEADER SPAN CHART ADF_K SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO V-4' DBL 2 x S 5'-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 ro UP TO V-0' DBL 2 x 5 5'-0' TO V-4' DBL 2 x 10 6'-4' TO S'-0' D5L 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO 8'-0' U.N.O. 4'- 11 1/2' 71'- 11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER 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 5RG. HEIGHTS V-40 SRC. 8'-8' SRC. LOAD 5RG. WALL NON-SRG, WALL SECURE TO PT (oxo POST —_ x UJ/ (2) M5TA-24 POST TO u (2) IJX11' 2.OE LVL IICJ2 5LA8 WI,45U-(o(o CZilli'(2-T` F)CJ4 I CJ4 III x/�\� (III IIuj I W r q I FOI illli � cN t IIIA F02 NUC -410 11111 NUC -410 ----------- -- ��----------------Q ---- ---1 1 — —_ _ _ ==rxF03 3 II I I II II II II 11 II II ill II II II II II I I I II II II II'm II II II I c0 I'm 110 I'm dJ r r r r r r �I I 0 ® II IIQ IIQ IIQ IIQ IIQ IIQ I10 IIQ IIB 110 110 IIQ 01 u II I II II I II II I I II II I II II II II II II II ill II II II II II I I II I II I I I II II II II II II II II ill II II II II II I ' I II I II I I) I II I I II I I i II II II II II II � II II II 111 I-G--� II II II II I - I II II II II II I I Ir II II II II II II II 2 II II II ill II lilt II II II I I II I II II I II II II II O II II II ill II i II II II II I - I I-- II II �I-- II I II Q I I I II I I I II II II II�Q II II II ill II---�J II II II II I - II II ��-- I II 'f cv I J II II II II I_ - FL05G �� II II I N II II II II(��/ � II I II II II II II II II I � II II LSU II II II I II II F _ _ _ _ = FL04 _ FLO3 7RU55 TO DS TRUSS TO 4X4 POST ATTACH (2) 2X8 5M STUD U1/ W/(2) MT5-12. P05T TO SLAB NTT -4 r TO FRAME W (2) MTS -12 (2) MTs -12 �I �— _ _ -i 7 (3) 2x5 HDR UJ/ DSL. STUDS _4 ATTACH (2) 2X8 SM UNDER HEADER TO CMU W (2) MTSM-12 = _ _ - - _ _ _ _ _ FLO3 (2) 2X8 SEAM p 4X4 DSL STUD POST _ _ - - - _ _ FLO3 C14—----------- r CV D� FL02 DBL STUD ---�1 � F = _ _ _ _ __ _ _ -LOI 1� I� �� _ _ _ - _ _ _ - - - FLOI 1 I JFL01I- - - - - - - - _ ---------------------------------------------------- -- - �(2) META -1(o DOI (2) META -1(o i SII : II II II II II II II II II II I LI II II II II I II II II II W 0 0 0 \4 0 0 0 0 0 Lu 00 n -i FIRST FLOOR FRAMING PLAN SCALE: 1/4 = 1'-0' A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 a©©©www w S'UBDIV. & LOT: KENSINGTON RESERVE (LOT 126) ]PAGE: FLOOR FRAMING PLAN STATE OF FLORIDA 1, �. J/ -Z .kf JAME$%AN TWEL.L AR NO 12079 DA/!FE: 7/25/1 I I s s s I I f 0 V) Q i cn 0- Q I— V) V) ry W U _ L,J 0 SIMPSON SIZE CONTROL DATE: 01-01-15 CONNECTOR- O NECTO SC E JLE USP DES. UPLIFT GRAV DES UPLIFT �G�RAV91TYFASTENER 1'-0' TO 10'-0' DBL 2 x 12 1450 TWO STORY APPLICATION DOWN STAIRS AMETA-I& -13 1400 (1) lad x 1 1/2' I -PLY, C&) I9,d 2 -PLY, (i JSP: (10) loci XII/?' - NO Iod OPTION) (2) META -1, I`?30 1900 5'-0' TO ro'-4' (2) HTA 16-13 2300 (10) 10d x 1 1/2' I -PLY, (USP: (10) lod x 1 0") (14) 16d 2 -PLY (USP: NO "0d OPTION) HETA-1& 1810 HTA 16 1&15 (9) 10d x 1 1/2' I -PLY, (3) I9,d 2 -PLY USP: (10) 10d x 1 1/2', NO l'0d OPTION HETA-20 1310 HTA 20 19115 (9) 10d x 1 1/2' I -FLY, (3) lad 2 -PLY U5F: (10) 10d x 1 1/2', NO 1&d OPTION l2) HET,.n -_0 2035 2000 (2) HTA-20 3110 (10) lod x 1 1/2' I -PLY USP: (10) l0d x 1 1/2' 02) lod 2 -PLY (USP: NO 16d OPTION) LGT-? 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 FLY (U5P: BILK (5) 1/4' WB, 1;OOD (10) lod DETAL-20 2480 NO USP CONVERSION FOR 3IMF50N DETAL-20 (IS) - I0d x 1 1/2, 1 PLY MGT 39&5 MUGT 4000 (1) 5/3' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD /USF: (23) 10d TO WOOD) HGT-2 , 10980 HUGT-2 93&5 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD ('JSP: WOOD C3) loci) HGT-3 + 10530 HUG T-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1Od TO WOOD ('JSP: WOOD (8) lod) LGT3-51D52.5 3235 LUG -T-3 5330 (12) SDS 1/4'x2 In' TO GIRDER, (4) 3/8" x 5' TITEN HD TO WALL (USP: CONC. (4) 3/3' X 5' WEDGE BOLT, WOOD (12) W525) LT42 1210 PARALLEL TO WALL 1425 PERFENDICULAR TO WALL LPTA 1555 (10) lod x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR 51MF5ON VGT (1) 5/3' A.T.R. IN HIGH STRENGTH EFOXY (MIN. 12' EMBED), !16 )-SDS I/4'X3' TO W00D (2) VGT MT5-12 1185 1000 NO USP CONVERSION FOR SIMPSON (2)_,16T) MTW 12 1595 (2) 5/8' A.T.R. IN HIGH STRENGTH EFOXY (MIN. 12' EMBED), (32)-5DS 1/4'X3' / 2 PLY (14) 10d x 1 1/2' (U5P: (14) 10d x 1 1n', (14) 10d) HTS -I& 1150 HTW N0 16&0 (16) lod x 1 12' (USP: CI&) 106 x 1 1/2', (16) lod) HT5-20 1450 HTW 20 2045 (24) 10d x 1 1/2' (U5P: (24) 10d x 1 I/2', (20) 10d) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) L5TA-12 + 925 LSTA 12 910 (10) lid uSP: (10) lod LSTA-18 +, 1235 L STA 18 136o (14) I0d USP: (14) 10d M5TA-13 1315 MSTA-13 1315 (14) 10d USP: (14) lod M5TA-24 +, 1640 MSTA-24 1150 (18) lod USP: (13) 10d M5TA-30 ++ 2050 M5TA-30 2140 (22) 10d USP: d 11 MSTA-3& 2050 MSTA-3& ?- 028 C26) l oci USP: (2loci (2)6) M5TI-36 3800 KSTI 23'03090 (36) 1Od x 1 1/2' U5P: 36) loci x I I/2' M5TI-48 5005 KT51 243 4250 (43) 1Od x 1 1/2' USP: (48) 10d x 1 1/2' Ho 950 LFTA'0 1595 (3) Sd TO PLATES, (8) 3d TO STUDS (USP: (18,) 3d x 11/)', (19,) 3d) SP4 335 SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: l&J I0d x I I/?' TO STUDS A34 395 MF 34 410 (4) 3d x 1 I/?' TO BEAM, (4) 3d x 1 1/2' TO POST. USP: (4) 3d x 1 1/2' TO BEAM, (4) ad x 1 1/2" TO POST. HCF2 645 HHCF 2 1010 (12) 10d x 1 1/2' USP: (10) l0d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO FLATS 1410A 1340 RT 1&A 2180 (18) 10d x 1 I/2' USP: (9) 106 x 1 1/2' TO TRUSS, (8) 10d X 11/2" TO PLATE VGT 4 HDU4 45&S PHD 4A 4535 ll&) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUT5/WASHER/2 PLY U5P: 5/3' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 PD -B ABU 44 4940 2200 6'005 TDX 10 PAU 44 5110 2535 '0115 08&) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER/2FLY USF: 1/3' ATR MIN. l" EMBED "SET IN HIGH STRENGTH EFOXY, (4) 1/3' THRU-BOLTS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1° EMBED.) IN CONIC., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU '0 F 2300 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD U5F: SAME AS SIMPSON LTTI9 „ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 1EMBED.) IN CONIC., (8)10d TO WOOF) USP: SAME AS SIMPSON OE, +++ 1500 LTS 20B 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 1' EMBED.) IN GONG., 00)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EFOXY, (10) IOd, (10) 10d x 1 1/2', 2-1/2" HTT4 4455 HTT45 449,5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (13) SDFIO X 1 1/2' (USF: (20) I'0d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) 18,d x 2 1/2' HTTS 5090 HTT45 5430 (1) 5/8' A.T.R. IN HIGH STRENGTH EFOXY (MIN. 1' EMBED,) IN GONG., (2'0) %d X 2 1/2' (U5P: (20) 16d X 2-1/2') U5P HAS MORE NAIL OPTIONS: (23) 101J, (23) 10d x 1-1/2', (20) I'0d x 2 1/2' HHDQII-SDS 2.5+ 11,810 UPHD Il 12093 (1) 1' A.T.R. IN HIGH 5TRENx TH EPDXY, (MIN. 10' EI'15ED.) IN CONC., (24) 5D5 Y4' x 2�- WOOD SCREWS (USP: (24) U!53 WOOD SCREWS) HD1B MBHA 35&/ILa 6645 3415 5330 TDX 10 NFM35X12U SIIo 31'05 1130 (1) 1/3" A.B. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD CUSP: (4) 1/3" BOLTS) 51MP50N: (I) 3/4' A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. '0,15' EMBEDMENT) IN CPLU. FACE, (I5)10d TO BEAM U5P: (1) 1/2' J -BOLT W/ MINIMUM 6: EMBED t NOT LE55 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT 5L -❑V❑ ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST HU5C412 (WOOD) 3'035 20'00 (FLR) 3205 (ROOF) HU54121F 2530 (FLR) 30'00 3225 (ROOF) (10) I9,d TO HEADER, (10) Ixod TO WOOD USP: SAME AS 5IMF5ON HUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (IS) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USF: (1-3)1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. HUG210-2 (CMU) 1310 5035 HD210-21P 1905 3115 (IS) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (13) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1310 4000 HD210-31F 1 1905 3115 (IS) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USF: (13) 1/4" x 3' W53 SCREWS, (10) 10d TO WOOD LrUM2'o-2-SDS 14-1 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SD5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APFROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USF - GIA 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. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2" NAILS IN CONJUNCTION WITH A 23a REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION FRIOR TO INSTALLATION. +, MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING- SURE THAT THE FROFER r--ORR05ICN PROTECTION IS USED. WHEN U51NG STAINLESS STEEL CONNECTORS, USE 6TAINL ESS 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 BASED ON SIMP5ON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND-RE815TANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -5A5-2012. HEADER SPAN CHART (+DEADER SIZE5 PER c+44,RT, UN.0J SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x S 5'-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 51ZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0' DBL 2 x & 5'-0' TO ro'-4' DBL 2 x 10 &'-4' TO V-0' DBL 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) 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 NUM5ER OF FULL LENGTH STUDS AT EACH END OF HEADER I 1 2 I j 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 LINE OF 1ST FLOOR BELOW I I I I I I I I CJ1 � � I i II II II II II II II II II I II II II `� I CJ1 II II I II II II I II i CJ3 = II II II II II II it II I II II — CJ3 II II II II II II I Y Cie,= = II II II II II II II II II = = CJ5 AOI DSL. STUD STUD A02 A04 AOS A05 Fo AOS F�l A05 T AOS A04 TRU55 TO – – _ _ _ �j��-- _ _ _ _ = A03 (2) 2X8 DSL STUDS W1 NTS-1� _ A®6 7ATTIC I\� DBL. 2�GS=� _ _ — — — — STUD II II 504 v� - - - CJ3 II II IIF _ — — _ —= — = 504 T- it II _ _ _ _ _ _ _ _ _ _ _ - 504 i III I QL �-- – – – – – – – – – 504 502 4 D5 ==cm 501 LINE OF 1St— _ STUD �r FLR SELOW CJ5 = _�Q II II II II II _ — STUD OO CJ5 I II II I CJ3 — II II II II II II II = CJ3 II II II II II II T . CJ1 � II II II II II II II II II � CJ1 D5 r- -� U U U U I I I I I I I LINE OF 15T FLOOR BELOW ROOF FRAMINGY SCALE: 1/4 = 1'-0° Il i 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 awwuwumuw SUBDIV. de LOT: KENSINGTON RESERVE (LOT 126) JAMES OANTWELL AF �N0 12079 rP DAME: "7/25/18 SC : : 14,)_1,_6,) SHEET 7 ®r 9 t t S 3 s I I t I EXTE PRE-ENGINI STRAPPING PER I: PRECAS P.T. 1x2 W1 r ENTRY DE"T.1-111L 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIM5ER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL —)CA R C H I T E C TS LV IYu YY V VLi- L JL/:JV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 powwwwwwo STATE OF FLORIDA f I I I I I I I f JAMES C ,, NTAR NO 12079 W LL D TE: '7/?5/18 SC :1/4"=1'-0" SlIEET 0 OF e� f LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL LOAD INFORMATION VA 2421 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,263 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 EQUIPPED W/ GROUND FAULT SUBTOTAL OF GENERAL LOAD 48,509 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 38,509 VA x (4) 15,404 TOTAL NET GENERAL LOAD 25,404 3.5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5 -KW ELECTRIC HEAT 5000 VA x (65%) 3250 III 220V OUTLET NET GENERAL LOAD 25,404 NET TOTAL HEAT 10,450 TOTAL LOAD 35,854 CALCULATED LOAD FOR SERVICE 35,854 VA / 240 V= 149.39 200 AMP SERVICE TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE: PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEi (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE BY OTHEER$ GRADE LINE: NEMA 3R 200 AMf=' ELECTfRICAL I,5 NOT;::- ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE; PROVISIONS OF THE: NATIONAL ELIC. CODE:, LOCAL CODES, AND THE: LOCAL POWER CO. (3) 01 THHN/THWN COPPER CONDUCTORS, (1) M 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. COMBO DISCONNECT AND METER CAN PHONE/ DATA WEATHER PROOF BOX 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE: CONNECTIONS PROVIDE *4 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE:. NOTE:: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE: / TV WEATHER PROOF BOX I[) IRST FLOOR ELECTRICAL SCALE: 1/4 = 1'-0" DI=D. 20 AMP OUTLET FOR M. WAVE VENT M. WAVE TO EXTERIOR METER, VERIFY LOC. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1ICY OUTLET EQUIPPED W/ GROUND FAULT NTERAFTER (TAMPER RESISTANT TYPE) IIOV FLOOR EQUIPPED W/ GROUND FAULT ® OUTLET INTERUPI R (TAMPER RESISTANT TYPE) IIOV SWITCHED EQUIPPED W/ GROUND FAULT OUTLET INTERPTER (TAMPER RESISTANT TYPE) IIOV GFI EQUIPPED W/ GROUND FAULT NTER.UPTER (TAMPER FESISTANT curLEr TYPE) III 220V OUTLET 4 WIRE CMECTIGN EXTERIOR WATERPROOF OUTLET SWITCH $3 SWITCH 3 -WAY OPERATIGN SWITCH 4 -WAY OPERATION j® DIMMER SWITCH WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT 0 RECESSED CAN O VAPOR PROOF RECE55ED CAN e VENT FAN k-( VENT FAN W/ j� LIGHT 24' LIGHT STRIP �� 48' LIGHT STRIP 0 FUORESCENT UdRAP AROUND 24' FLUORESCENT 1---- 4.81 FLUORESCENT PANEL STRUCTURED WIRE PANEL EWE METER O' SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR NTERCODNECTW ® CARBON MONOXIDE BATT. BACK.Lp uu HAF4)wlw DETECTOR NTEKMECTED SMOKE / CARBON BATT. BACK-UP W/ HARDWARE MONOXIDE DETECTOR COMBO NTERW ECTED PENDANT LIGHT TELEPHONE JACK GAS OUTLET ® CEILING FAN / CEILING BOX REQUIRED TO BE S1IPPORTED N ACCORDANCE wi LIGHT BOX MAWED AS SUCH FOR INSPECTION CEILING BOX FEQUIRED To BE J -BOX SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTICN ® SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISCONNECT TV TELEVISION JACK EMERGENCY L� LIGHTING C] DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED i BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESI5TANT TYPE A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 pwwwwwwwo dinglill, =WON" SUBDIV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: FIRST FLOOR ELECTRICAL PLAN DATE: 7/25/18 S .1/4-„=1,_0„ S 9 s s : : S _LINE OF 16T FLOOR BELOW I � I I I I I I I LINE OF IST FLOOR BELOW I----------- I I � L LINE OF 16T FLOOR BELOW J fS_')'Eu""0ND FLOOR ELEu"`TRlu"_A_L PLAN ELECTRICAL LEGEND SYMBOL. DEFINITION NOTE6 IIOV OUTLET EQUIPPED W/ GROUND FAULT INTERAPMR (TAMPER RE616TANT TYPE) IIOV FLOOR EQUIPPED W/ GROUND FAULT ® OUTLET NTERUPiER (TAMPER M81STANT TYPE) II IIOV SWITCHED EQUIPPED W/ GROUND FAULT OUTLET NTERPTER (TAMPER RESISTANT TYPE) IIOV GFI EQUIPPED W/ GROUND FAULT NTERUPI R (TAMPER RESISTANT OUTLET TYPE) 220V OUTLET 4 WIRE CCNIJECTICN EXTERIOR WATERPROOF OUTLET SWITCH 3 SWITCH 34WAY OPERATICN 4 SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH T WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE GELLING MOUNTED LIGHT 0 RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W/ j LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FUORESCENT WRAP AROUND 24' FLUORESCENT —� 48' ' FLUORESCENT PANEL STRUCTURED WIRE PANEL METER O SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR NTERCONNECTED ® CARBON MONOXIDE BATT. BACK.W W/ HARDWIRE DETECTOR NtERGGNNECTED SMOKE / CARBON BATT. BACK-UP W/ HARDWIRE MONOXIDE DETECTOR COMBO NTERCarNEcTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILNG BOX REQUIRED TO BE SUPPORTED N ACCORDANCE W/ LIGHT BOX MARKED AS SUCH FOR NSPECTION CEILNG BOX KGIJIFW TO BE O J -BOX SUPPORTED N ACCOWANCE W/ BOX MARKED A8 SUCH FOR NSPECTION ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD C DIGITAL KEYPAD WATER HEATER �J DISCONNECT AIR CONE). DISCONNECT TY TELEVISION JACK EMERGENCY LIGHTING DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE616TANT TYPE rA,_RC H I T E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 a NE, Q pooppowwo SUBDIV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: SECOND FLOOR ELECTRICAL PLAN FLORIDAF r ARCHITECT: STATE OF 4 ! • I e s I I I I I I SHINGLES CR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE. OVER X30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SWIM AS NEEDED INSTALLED PER SECTION 8905 OF TO PL UMB JAMB. TO PLUMB JAMB, THE FBCR, RE -ENGINEERED DO NOT EXCEED 4° DO NOT EXCEED STK EDITION (2011) GABLE ROOF TRU55 4 S" CMU BLOCK �° CMU FLOCK 2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND ATTACHMENT � 2" DRYWALL I" METHOD PER "NAILING 5CHEDUL E° AT FIRST (2) BAYS � D DRYWALL WINDOW/DOOR JAMB (4'm0" O.C. SHEATHING SEAMS) P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILED P.T. 1x4 or a"x4u MIN. (SEE WINpOW/POOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE - FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 2x(o SUB -BAN DOOR CA51NG 4 SCHEDULE VENTED ALUMINUM SOFFIT STIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW OVER 4'-10" HIGH 8 TEXTURED CEMENTITIOU5 COATING MIN. r r (ATTACHED TO BLOCKING MEMBER w/ (2) 126 NAILS S° FROM (ATTACHED TO BLOCKING 5.. (AS PIER TRUSS ENGINEERING) PER MFR'6 SPECIFICATIONS P.T. Ix4 or - x4 MIN: (PER ASTM C92�) OVER PAPERBACK. EACH END and 1�" O.C. MAX PER MFR'S SPECIFICATIONS) 4 I ° SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ,�--�-' ECURE P.T. 2xO TO BLOCK w1Y2` x 9 (U 3 ° TAPCON (MIN. EMBEDMENT SER PLAN-) ANCHOR BOLT w/ 2" WASHER, SET IN 2 -LAYER WATER RESISTANT BARRIER, OVER 3 99 99 „ 0" FROM N and 18° 4 WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ /4 or +Y4 WINDOW TO BLOCK +3 D O.C. MAX (� MIN. EM E'DMENT 32 O.C. MAX) 99 99 ( } or METHOD PER NAILING SCHEDULE � DOOR JAMB TO BLOCK +%4 or +% DOOR (u DRIVE PIN S° FROM EACH N and SECURE GABLE TO 2xO P.T. PLATE f - - - ( 4) JAMB TO BLOCK (+ 3) ENE) 4 E 18 O.C. MAX 4 A w/ 126 NAILS @ 8" O.C. MAX , ', SCALE; 1°=r -o° SCALE: r'=1' -O' MIN. SWANK SIZE .145 MIN. HEAD SIZE .300 7B 1� I°-- � ONT. 2x4 RAT -RUN ATTACHED TO EACH 1" WA2 - MIN. EMBEDMENT 1 4 TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE _ ` - INSTALLED 0 MID -POINT OF TRUSS SPAN NOTE: NOTE - 2" 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 t0 BLOCK w/ (U I�" TAPCON 0926) OVER CMU ATT OR BLOWN -IN INSULATION DO NOT EXCEED �° i — (R VALUE PER ENERGY CALCS) E EED 4 DO NOT EXCEED 4 i T: (MIN. EMBEDMENT 14) FROM EACH __VA_ 8" GYPSUM BOARD OR 2" HIGH STRENGTH S CMU BLOCK END and ,@ IS" O.C. MAX CEILING BOARD 2" DRYWALL S° CMU BLOCK - 111 DRYWALL or BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (1) #5 P.T. 2x 2 (1) DRIVE PIN, 8" FROM EACH END and 1 CONTINUOUS REBAR (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. 1x4 or 44�"x4" MIN. 1x4 or Ix2 P.T. NAILER � 18" O.C. MAX SINGLE STORY SCALE: 3/4"=1'-m' FASTENER SCHEDULE FOR ATTACHMENT D®®R CASING (SEE WINDOW/DOOR JAMB BLOCKING I" 055 (4° WIDE MIND MIN, SWANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DCOR CASING MIN. HEAD 51ZE ,300 DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I 1" SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 126 NAILS 8" FROM OOR JAMB / WINDOW 4 PER MFR'S SPECIFICATIONS EACH END and @ 10" O.C. MAX (ATTACHED TO BLOCKING OVER X30 FELT PAPER (0R APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2xs : F�_ INSTALLED PER SECTION RS05 OF THE FBCR, 1 99 NOTE: SECURE TO BLOCK w/ (2) i�" TAPCONS STK EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I i") 0" FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or I�" OSB) END and 0 I(" O.C. MAX 4B °_ ° w/ 4" TAPCON MIN. I EMBEDMENT INTO BLOCK or METHOD PER "NAILING SCHEDULE" SCALE: I -I O T (2) DRIVE PINS, 0" FROM EACH END and RE -ENGINEERED ROOF TRUSS " MAX IMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK(+3 � 1� MIN. SHANK 51ZE .145 (PER PLAN VA �6 ) _ R VALUE PER ENERGY cALCS) NOTE: DOOR JAMB TO BLOCK (+3yt6") MIN. HEAD M E 30 �, K - SWIM A5 NEEDED E BED ENT 1 4 4F SCALE: ,°=1'-0' - �TO PLUMB JAMB. METAL DRIP EDGE--� - 5„ I„ DO NOT EXCEED ° 2x� SU - A __ _ a GYPSUM BOARD OR 2 HIGH 4 P.T.2xa: B B = STRENGTH CEILING BOARD S" CMU BLOCK SECURE TO BLOCK w/ (2) 3" TA VENTED CNC. FILLED U -BLOCK w/ DRYWALL II 16 PCONS ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x 2 NOTE. (MIN. EMBEDMENT 1 4) FROM EACH �R FLAN' - ° - (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and IS O.C. MAX TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT Iv° ®55 (4" WIDE MINJ WINDOW (PER PLAN) IT (SIZE AND REINFORCEMENT I (2) DRIVE PINS, 8" FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW DOOR CASING DO NOT EXCEED 4 18" O.C. MAX SPECIFICATION PER MFR'S SPECIFICATIONS:; PECIFICATIONS (ATTACHED TO BLOCKING - 0° CMU BLOCK MIN. SWANK SIZE .145 i 2 DRYWALL MIN. HEAD 517E .300 NOTE: P.T. 1x4 or 4"x4" MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. ix (4" WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) POOR GASINC PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) P.T. (2) 2x4: SECURE 2nd 2x TO STRUCTURAL w/ i� TAPCON MIN. 14" EMBEDMENT INTO BLOCK i„ PLACE SILL (PER BLDR I,. MEMBER w/ (2) 126 NAILS a" FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4 TAPCON z GYPSUM WALL BOARD EACH END and @ IS" O.C. MAX (ATTACKED TO BLOCKING (MIN. EMBEDMENT 1 4") (5" FROM EACH 2" TEXTURED CEMENTITIOUS U #5 REBAR VERTICALLY IN COATING MIN. (PER ASTM = CONC.WINDOW TO BLOCK (+1 116) PER MFRS SPECIFICATIONS) END and 18" O.C. MAX POURED CELL NOTE: or C92(o) OVER CMU -'f- (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%699) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (1) DRIVE 'PIN, 0" FROM EACH END and �" CMU I 3" P.T. FURRING STRIPS 1�" O.C. 10" O.C. MAX SCALE: I°=1' -r0° THROUGH NON-5TRUCTURAL MEMBER (lx or �" OSB) MIN. SWANK SIZE .145 - w/ 1" TAPCON MIN. 11" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 -- - OOD BASE MIN, EMBEDMENT 1 1" ! - NOTE: WINDOW TO BLOCK (+3 16"} SWIM AS NEEDED zl TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl 6") P.T. (2) 2xQ: r7i� ONCRETE SLAB DO NOT EXCEED 4" 4CT SCALE: 1"=1'-0' SECURE TO BLOCK w/ (2) 4" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 1") ,5" FROM EACH ® AND REINFORCEMENT) 8 CMU BLOCK END and 18" O.C. MAX XTERIOR WALL FOOTING 2" DRYWALL UPLIFT UP TO I lis Ib or AND R� N ORCEMENTUNDATION ,4N FOR SIZE (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 IIP T NAILER II BLOCK WALL SECTION — HIP ROOF 51MP5ON HT620 w/ (10) 106 NAILS TO TRUSS s (2) DRIVE PINS, 8" FROM EACH END and P.T. Ix (4 WIDE MIN.) I" I„ @ 18 O.C. MAX ^' SINGLE STORY SCALE: 3/4'=I' -O' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 TAPCON5 INTO BOND BEAM RE -ENGINEERED MIN. SWANK SIZE .145 DOOR JAMB /WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 I" BATT INSULATION ADHERED TO CEILING PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib 4 s" GYPSUM BOARD OR 2" HIGH (2) 51MP50N HT620 EACH SIDE OF TRU55 w/ BEAM BOARD (R -VALUE PER ENERGY CAL C5) STRENGTH CEILING BOARD NOTE: II (10) 106 NAILS TO TRUSS „ „ (4) 4X2 4 TAPCONS—__T--_-- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED P.T. (2) 2x8: INTO BOND BEAM THROUGH NON-5TRUCTURAL MEMBER (Ix or I1" 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE TO BLOCK w/ (2) 1" TAPCONS 3 " � u u w/ I6 TAPCON MIN. 14 EMBEDMENT INTO BLOCK (MIN. EMBEDMENT 1 4) ,5�� FROM EACH - ND and 0 18 O.G. MAX TAPCON5 MIN. or OPENING 22' x 30' MIN, COD CASING AT SIDE WINDOW TO BLOCK (+2 %4") 2" COVER (2) DRIVE PINS, 3" FROM EACH END and ATTIC ACCESS99 2° APART � 1�° O.C. MAX 3 SCALE: N.T.S. � �E' MIC ACCESS WHEN PROVIDED\ --AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4) MIN. SWANK SIZE .145 TRUSS ANCHOR RETRO—FIT LL PL WITH MIN 30 HE�,DROOM WOOD CASING 4 GYP. 4D5 MIN. HEAD SIZE .300 PER R,50-1.1 OF THE FBCR 201-1, Gth EDITION BOARD (TYP) SCALE: i°=1'-0° SCALE- N.T.s. MIN. EMBEDMENT 11` 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 1111111111 mommom kkillim mapip I SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 126) MODEL: S UMMERLAND (VERSION#01) PROJECT: 82065.126/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA J OAE,81 CANTWELL Aft NO 12079 SCALE: 1/4"=1'-0" SHEET D I ° I I ° ° ° ° ° NAILING SCHEDULE ROOF DIAPHRAGM = ASPHALT SHINGLE %" O.S.B. or z' CDX PLYWOOD - Od RING SHANK GUN NAILS 0 4" O.C. a SUPPORTED PANEL EDGES AND Od RING SHANK GUN NAILS 1@ 6" O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SWANK GUN NAILS 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'=0" OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL CDX EXTERIOR PLYWOOD or I%2" APA -RATED 0.5.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Od RING SHANK GUN NAILS la 4" O.C. @ SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS Q° O.C. o INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 86 RING SWANK GUN NAILS 0 4' O.G. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. EXTERIOR WALL SHEATHING %" 0.5.5. or I2" PLYWOOD or %" ZIP BOARD SYSTEM - Od RING SHANK GUN NAILS 4" O.C. PANEL EDGES AND Od RING SWANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND ?d RING SHANK GUN NAILS O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SWANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER, NAIL REOUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %Q" .131 110,000 RING 1 (I�-20 RINGS PER INCH) 801 RING SHAN< GUN NAILS o 4" O.C. TOP 4 BOTTOM EUGE5 TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) O v --A0 =J�zm Q) QwDA Eh O `" z o X TOP CHORD BLOCKING 4" O.G. MAX IN FIRST (2) FRAMING SPACES �@ EACH END PRE-ENGINEERED TRUSS or RAFT' R— ROOF' SHEATHING—\ BUILDING LFNGTW ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C86 RING SWANK GUN NAILS O.C. IN FIELD TYF. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C,5dGING SWANK GUN NAILS 12 O.C. IN FIELD or Sd x 3" SCREW SHANK BALLISTIC ELECTRO GALVANf ZED 5TRIP NAIL 5 @ 12" O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5UBaFLOOR SHEATHING TYF. 3/4" T 4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE CENTER OF TRUSS SPAN or HIGHEST RIDGE. DIAGONAL BRAC' TO BE 0 ANY SPAN 15'-0' OR GREATER (REFER TO TRU55 ENGINEERING FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 01`0" - 30'-0" USE (1) X -BRACE 301-11, - (00'-0" USE (3) X -BRACE (1) X -BRACE I@ CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END 5TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUS5 ENGINEERING PLASTIC OR METAL WEEP 5CREF: SHOWN w/ CMU (FRAME CONDITION7B SAME X -BRACING REQUIREMENTS) WAS GABLE X- BRACING SCALE: 3/4'=V-0' z <( 0- 0 Lu PZ T kn ua a z BW (STUD SIZE, SPACING )CATION PER PLAN) URE 2x TO CMU w/ (3))/2" x 9" :HOR BOLT w/ 2" WASHER SET IMPSON OR USP HIGH ENGTW EPDXY (6" MIN. )EDMENT) E: (1) ANCHOR BOLT :ATED 6" FROM TOP AND 'TOM 4 (1) NEAR MID -CENTER 7 R'BAR VERTICALLY IN C. POURED CELL 3ATION PER PLAN) CRETE SLAB FOUNDATION PLAN FOR SIZE REINFORCEMENT) RIOR BEARING -WALL FOOTING FOUNDATION PLAN FOR 517E RE INFORCEMENT) eRIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 517E AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4' =1' -O" 4'-0" MINIMUM OVERLAP FOR TOP FLATE SPLICE 5FCURE TOP FLATF5 w/ 16d COMMON NAILS g 4" O.G. 2-ROLU5, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN (o'=0" OF ENDS OF WOOD 5TRUCTURAL PANEL SHEAR WALLS. TH15 DETAIL APPLIES AT ALL EXTERIOR WALL5 AND INTERIOR 5HEAR WALLS. TOP PLATE SPLICE DETAIL SCALE: 3/4"=1'-O' PRE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0" O.G. a SHEATHING SEAMS) (2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) 12d NAILS @ EACH TRUSS (DIAGONAL X -BRACING TO COVER 5-TRUS6E5 DONT. 2x4 RAT -RUN ATTACHED TO EACH TRU35 w/ (2) 12d NAILS INSTALLED @ MID -POINT OF TRU55 SPAN or 10'-0" O.C. MAX PRE-ENGINEERED ROOF TRU55 OUBLE TOP PLATE TO STUD / SIMPSON 5F4 (USP 5FT4) 32" O.C. MAX STUDS @ 16" O.C. MAX CE55 NOTED OTHERWISE CONTINUOUS STRESS LOCKING �@ 1 I10 4AL L P5UM WALL BOARD RE BOTTOM PLATE TO w/ (1) 10d CUT NAIL I.C. MAX )NCRETE SLAB �E FOUNDATION PLAN FOR SIZE D REINFORCEMENT) ERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SINGLE STORY L.B.W. W/ NO UPLIFT PRE-ENGINEERED ROOF TRU5S SGALE: 3/4"=1'-0' PLATE OCD or METAL 5TUD5 " O.C. MAX LOAD BEARING) '4G SUBFLOOR (ATTACHMENT 401D PER "NAILING SCHEDULE") =ENGINEERED FLOOR TRU53 BLE TOP PLATE 'P5UM WALL BOARD ONTINUOUS 5TRE35 CKING �@ MID -WALL TUDS �@ 16" O.C. MAX :55 NOTED OTHERWISE JRE BOTTOM PLATE TO 3 w/ (1) 10d CUT NAIL 0 ).C. MAX -CONCf�ET' SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. W/ NO UPLIFT SCALE: 3/4'=I' -O' PRE-ENGINEERED ROOF TRU53 LE TOP PLATE TO STUD IPSON SP4 (USP 5FT4) O.C. MAX 05 9 16" O.G. MAX )5 NOTED OTHERWISE NTINUOUS STRESS KING '@ MID -WALL GYPSUM WALL BOARD CURE BOTTOM PLAT' TO SLAB w/ x 9" ANCHOR BOLT w/ 2' WASHER T IN SIMP50N HIGH STRENGTH 'OXY (OR EQUIVALENT) 6" IBEDMENT MIN. � 32" O.C. MAX JD TO BOTTOM PLATE w/ 1P30N SP4 (USP 5PT4) 32" MAX `--CONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. W/ UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4"=V-0` DOUBLE TOP PLATE TO STUD w/ 31MP30N 5P4 (USP 5PT4) 0 32" O.C. MAX 2x CONTINUOUS STRESS BLOCKING �@ MID -WALL 2x STUDS �@ 16" O.C. MAX UNLESS NOTED OTHERWISE IST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR U5P M3TA3(o 3/4' T$G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE") -PRE-ENGINEERED FLOOR TRU55 OUBL E TOP PLATE 2x 5TUD5 0 16" O.C. MAX UNLESS NOTED OTHERWISE k Z" GYPSUM WALL BOARD I 2x CONTINUOUS 6TRE55 BLOCKING @ MID -WALL ` SECURE BOTTOM PLATE TO SLAB w/ 2" x 9" ANCHOR BOLT w/ 2' WASHER SET IN 51MP50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. @ 32" O.C. MAX STUD TO BOTTOM PLATE w/ 51MP50N 5F4 (USP SPT4) @ 32" O.C. MAX ONCRETE SLAB •SEE FOUNDATION FLAN FOR SIZE AND REINFORCEMENT) (SEE BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 317E AND REINFORCEMENT) TWO STORY L.B.W. W/ UPLIFT SCALE: 3/4"=1'-0' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) MODEL: SUMMERLAND (VERSION#01) PROJECT: 82065.126/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 9 JAMES CANTWELL 7AR NO 12079 DrTE: 7/25/18 SHEET _ _ _ _ _ _ _ 1 BUILDING LFNGTW ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C86 RING SWANK GUN NAILS O.C. IN FIELD TYF. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C,5dGING SWANK GUN NAILS 12 O.C. IN FIELD or Sd x 3" SCREW SHANK BALLISTIC ELECTRO GALVANf ZED 5TRIP NAIL 5 @ 12" O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5UBaFLOOR SHEATHING TYF. 3/4" T 4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE CENTER OF TRUSS SPAN or HIGHEST RIDGE. DIAGONAL BRAC' TO BE 0 ANY SPAN 15'-0' OR GREATER (REFER TO TRU55 ENGINEERING FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 01`0" - 30'-0" USE (1) X -BRACE 301-11, - (00'-0" USE (3) X -BRACE (1) X -BRACE I@ CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END 5TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUS5 ENGINEERING PLASTIC OR METAL WEEP 5CREF: SHOWN w/ CMU (FRAME CONDITION7B SAME X -BRACING REQUIREMENTS) WAS GABLE X- BRACING SCALE: 3/4'=V-0' z <( 0- 0 Lu PZ T kn ua a z BW (STUD SIZE, SPACING )CATION PER PLAN) URE 2x TO CMU w/ (3))/2" x 9" :HOR BOLT w/ 2" WASHER SET IMPSON OR USP HIGH ENGTW EPDXY (6" MIN. )EDMENT) E: (1) ANCHOR BOLT :ATED 6" FROM TOP AND 'TOM 4 (1) NEAR MID -CENTER 7 R'BAR VERTICALLY IN C. POURED CELL 3ATION PER PLAN) CRETE SLAB FOUNDATION PLAN FOR SIZE REINFORCEMENT) RIOR BEARING -WALL FOOTING FOUNDATION PLAN FOR 517E RE INFORCEMENT) eRIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 517E AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4' =1' -O" 4'-0" MINIMUM OVERLAP FOR TOP FLATE SPLICE 5FCURE TOP FLATF5 w/ 16d COMMON NAILS g 4" O.G. 2-ROLU5, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN (o'=0" OF ENDS OF WOOD 5TRUCTURAL PANEL SHEAR WALLS. TH15 DETAIL APPLIES AT ALL EXTERIOR WALL5 AND INTERIOR 5HEAR WALLS. TOP PLATE SPLICE DETAIL SCALE: 3/4"=1'-O' PRE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0" O.G. a SHEATHING SEAMS) (2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) 12d NAILS @ EACH TRUSS (DIAGONAL X -BRACING TO COVER 5-TRUS6E5 DONT. 2x4 RAT -RUN ATTACHED TO EACH TRU35 w/ (2) 12d NAILS INSTALLED @ MID -POINT OF TRU55 SPAN or 10'-0" O.C. MAX PRE-ENGINEERED ROOF TRU55 OUBLE TOP PLATE TO STUD / SIMPSON 5F4 (USP 5FT4) 32" O.C. MAX STUDS @ 16" O.C. MAX CE55 NOTED OTHERWISE CONTINUOUS STRESS LOCKING �@ 1 I10 4AL L P5UM WALL BOARD RE BOTTOM PLATE TO w/ (1) 10d CUT NAIL I.C. MAX )NCRETE SLAB �E FOUNDATION PLAN FOR SIZE D REINFORCEMENT) ERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SINGLE STORY L.B.W. W/ NO UPLIFT PRE-ENGINEERED ROOF TRU5S SGALE: 3/4"=1'-0' PLATE OCD or METAL 5TUD5 " O.C. MAX LOAD BEARING) '4G SUBFLOOR (ATTACHMENT 401D PER "NAILING SCHEDULE") =ENGINEERED FLOOR TRU53 BLE TOP PLATE 'P5UM WALL BOARD ONTINUOUS 5TRE35 CKING �@ MID -WALL TUDS �@ 16" O.C. MAX :55 NOTED OTHERWISE JRE BOTTOM PLATE TO 3 w/ (1) 10d CUT NAIL 0 ).C. MAX -CONCf�ET' SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. W/ NO UPLIFT SCALE: 3/4'=I' -O' PRE-ENGINEERED ROOF TRU53 LE TOP PLATE TO STUD IPSON SP4 (USP 5FT4) O.C. MAX 05 9 16" O.G. MAX )5 NOTED OTHERWISE NTINUOUS STRESS KING '@ MID -WALL GYPSUM WALL BOARD CURE BOTTOM PLAT' TO SLAB w/ x 9" ANCHOR BOLT w/ 2' WASHER T IN SIMP50N HIGH STRENGTH 'OXY (OR EQUIVALENT) 6" IBEDMENT MIN. � 32" O.C. MAX JD TO BOTTOM PLATE w/ 1P30N SP4 (USP 5PT4) 32" MAX `--CONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. W/ UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4"=V-0` DOUBLE TOP PLATE TO STUD w/ 31MP30N 5P4 (USP 5PT4) 0 32" O.C. MAX 2x CONTINUOUS STRESS BLOCKING �@ MID -WALL 2x STUDS �@ 16" O.C. MAX UNLESS NOTED OTHERWISE IST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR U5P M3TA3(o 3/4' T$G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE") -PRE-ENGINEERED FLOOR TRU55 OUBL E TOP PLATE 2x 5TUD5 0 16" O.C. MAX UNLESS NOTED OTHERWISE k Z" GYPSUM WALL BOARD I 2x CONTINUOUS 6TRE55 BLOCKING @ MID -WALL ` SECURE BOTTOM PLATE TO SLAB w/ 2" x 9" ANCHOR BOLT w/ 2' WASHER SET IN 51MP50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. @ 32" O.C. MAX STUD TO BOTTOM PLATE w/ 51MP50N 5F4 (USP SPT4) @ 32" O.C. MAX ONCRETE SLAB •SEE FOUNDATION FLAN FOR SIZE AND REINFORCEMENT) (SEE BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 317E AND REINFORCEMENT) TWO STORY L.B.W. W/ UPLIFT SCALE: 3/4"=1'-0' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) MODEL: SUMMERLAND (VERSION#01) PROJECT: 82065.126/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA 9 JAMES CANTWELL 7AR NO 12079 DrTE: 7/25/18 SHEET _ _ _ _ _ _ _ SON VTCB of 31NG (1) 1@ EA (01-01, O.C. M, TYPICAL VALLEY TRUSS CONNECTION P.T. 2x STUD or a" CMU BLOCK WALL P.T. 2x4 STUDS 16" O.C. MAX 2 SHOWER SEAT SCALE: 3/4'=I' -O' A SCALE: 3/4'=I' -O' -WATER RE515TANT BACKEFBOARD (DENSHIEL D) 1/2" DENSHIELD (SEAT DECK MUST BE SLOPED I/2" MIN, TO PAN) -MAPELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) CAULK BEAD BETWEEN DENSHIELD AND FIBERGLASS PAN APPLIED PRIOR TO MEM51RANE INSTALLATION SHOWER PAN (FIBERGLASS OR CERAMIC) PRECA5T LINTEL SECURE 2x TO CMU w/ (2) %" x 3" TAPCONS WITHIN a" OF EACH END AND 618" O.C. MAX RCHINDOW FRAME 3 A SCALE: 3/4'=1'-O' or [)FIVE PIN MIN. SHANK 31ZE .145 EMBEDMENT OF I %4") EACH END AND @10' O.C. MAX WALL SHEATHING AND ATTACHMENT METHOD 'NAILING SCHEDULE") 2xa STUD 5L CAST OR POURED IN ;E SILL (PER BLDR) 4!" CM A SECTION n�LL 2x RIDGE ONE 51ZE LARGER THAN RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) lOd GUN NAILS Ix6 COLLAR TIE @ EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or MIN. (4) lOd GUN NAILS 2x RAFTER- lxa NAILER SECURED TO TRU55E5 BELOW w/ (2) 12d NAILS or (3) 10d GUN NAILS @ EACH TRUSS- RAFTER RUSS RAFTER TO TRUSS w/ 51MP50N MT512 or USP MTW12 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALL�YF RAMEDROOF SCALE: 3/4'=1'-0' 2x4 SECURED TO GABLE END (2) 12d o EACH UPRIC 2x4 SECURED TO GA5LE ENG (2) 12d SPACED 6" = I" O.C. M 2x4 RAFTER a 24" C 51MP50N L30 or USP 5LOCKING (EACH EIS 2x4 5LOCKING @ EACH RAFT 2x4 FRAMING (TYPIC/ SIMPSON H2.5A or USP Ri EACH RAFTER TAIL CONNECTI 51MP30N L30 or USP TOP OF EACH RAFTER CONNECTI 5 FRAMED OVERHANG SCALE: 3/4'=V-0" i ALTERNATE CONNECTION SECURE RAFTER TO 5LOCKING BETWEEN TRUSSES w/ SIMP50N or USP M6TA24 SECURE BLOCKING TO TRUSS E30TTOM CHIORD w/ (3) 12d NAILS �@ EACH ENE). PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 SECURE 2x4 FLAT TO 5LOCK w/ CUT NAILS —SECURE 2x6 MIN. TO r5L OCK w/ (2)%" x 9" ANCHOR BOLTS w/ 2" WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) —SECURE 2x6 MIN, TO BLOCK w/ (3)12" x 9" ANCHOR BOL TS w/ 2" WASHER SET IN SIMPSON or U5P HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I' -O' Z" TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK 5RACKET5 (Y OTHERS - INSTALLED TO 2x6 P.T. 5UCK5 PER MANUFACTURER'S SPECIFICATIONS}-- B SECTION SCALE: N.T.S. 1' MIN. SLIDE ROOM RE -ENGINEERED TRUSS 8" GYPSUM BOARD OR 2" HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE ;" GYPSUM WALL BOARD 2x WOODS STUDS Q 24" O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ lOd MASONRY NAILS 0 32" O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON-BEARING WALL WOOD STUDS SCALE: 3/4'=1'-0' /_PRE-ENGINEERED TRUSS s" GYPSUM BOARD OR Z" HIGH STRENGTH CEILING BOARD 3 %` TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL 5CREW5 (EACH TRUSS or 24" O.C. MAX) 2" GYPSUM WALL BOARD -3 %` METAL STUDS (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12" O.C. 3 %' 50TTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1" MIN. MA50NRY NAIL w/ WASHER o 32" O.C. MAX. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND FEINFOi�CEMENT) a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON 5TUD HEIGHT LIMITS, INTERIOR NON-BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' (1) REE34R VERTICALLY IN CONC, POURED CELL (SIZE AND LOCATION PER PLAN) 0" CMU P L OCK WEATHER STRIP MOLDING AROUND DOOR (PER' MANUFACTURER'5 SPECIFICATIONS) 2x6 Ill, WOOD STUD SECURED TO FILLED CELL w/ (3)%" x 9" ANCHOR E30LTS w/ 2' WASHED SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) OVERHEAD GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) 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 E - FEZ SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) PAGE: SECTIONS/ Omm "oil�,. JAMS (�ANTWELL AR N0.12079 DAVE:�7/25/163 SHEET s t t s I 7 4 MIN T- WITHIN S" OF (TYPE PER POUGP OPENING (UP TO 8'-O") RE -- PLA - --- - i I RCHINDOW FRAME 3 A SCALE: 3/4'=1'-O' or [)FIVE PIN MIN. SHANK 31ZE .145 EMBEDMENT OF I %4") EACH END AND @10' O.C. MAX WALL SHEATHING AND ATTACHMENT METHOD 'NAILING SCHEDULE") 2xa STUD 5L CAST OR POURED IN ;E SILL (PER BLDR) 4!" CM A SECTION n�LL 2x RIDGE ONE 51ZE LARGER THAN RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) lOd GUN NAILS Ix6 COLLAR TIE @ EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or MIN. (4) lOd GUN NAILS 2x RAFTER- lxa NAILER SECURED TO TRU55E5 BELOW w/ (2) 12d NAILS or (3) 10d GUN NAILS @ EACH TRUSS- RAFTER RUSS RAFTER TO TRUSS w/ 51MP50N MT512 or USP MTW12 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALL�YF RAMEDROOF SCALE: 3/4'=1'-0' 2x4 SECURED TO GABLE END (2) 12d o EACH UPRIC 2x4 SECURED TO GA5LE ENG (2) 12d SPACED 6" = I" O.C. M 2x4 RAFTER a 24" C 51MP50N L30 or USP 5LOCKING (EACH EIS 2x4 5LOCKING @ EACH RAFT 2x4 FRAMING (TYPIC/ SIMPSON H2.5A or USP Ri EACH RAFTER TAIL CONNECTI 51MP30N L30 or USP TOP OF EACH RAFTER CONNECTI 5 FRAMED OVERHANG SCALE: 3/4'=V-0" i ALTERNATE CONNECTION SECURE RAFTER TO 5LOCKING BETWEEN TRUSSES w/ SIMP50N or USP M6TA24 SECURE BLOCKING TO TRUSS E30TTOM CHIORD w/ (3) 12d NAILS �@ EACH ENE). PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 SECURE 2x4 FLAT TO 5LOCK w/ CUT NAILS —SECURE 2x6 MIN. TO r5L OCK w/ (2)%" x 9" ANCHOR BOLTS w/ 2" WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) —SECURE 2x6 MIN, TO BLOCK w/ (3)12" x 9" ANCHOR BOL TS w/ 2" WASHER SET IN SIMPSON or U5P HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I' -O' Z" TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK 5RACKET5 (Y OTHERS - INSTALLED TO 2x6 P.T. 5UCK5 PER MANUFACTURER'S SPECIFICATIONS}-- B SECTION SCALE: N.T.S. 1' MIN. SLIDE ROOM RE -ENGINEERED TRUSS 8" GYPSUM BOARD OR 2" HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE ;" GYPSUM WALL BOARD 2x WOODS STUDS Q 24" O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ lOd MASONRY NAILS 0 32" O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON-BEARING WALL WOOD STUDS SCALE: 3/4'=1'-0' /_PRE-ENGINEERED TRUSS s" GYPSUM BOARD OR Z" HIGH STRENGTH CEILING BOARD 3 %` TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL 5CREW5 (EACH TRUSS or 24" O.C. MAX) 2" GYPSUM WALL BOARD -3 %` METAL STUDS (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12" O.C. 3 %' 50TTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1" MIN. MA50NRY NAIL w/ WASHER o 32" O.C. MAX. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND FEINFOi�CEMENT) a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON 5TUD HEIGHT LIMITS, INTERIOR NON-BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' (1) REE34R VERTICALLY IN CONC, POURED CELL (SIZE AND LOCATION PER PLAN) 0" CMU P L OCK WEATHER STRIP MOLDING AROUND DOOR (PER' MANUFACTURER'5 SPECIFICATIONS) 2x6 Ill, WOOD STUD SECURED TO FILLED CELL w/ (3)%" x 9" ANCHOR E30LTS w/ 2' WASHED SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) OVERHEAD GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) 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 E - FEZ SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) PAGE: SECTIONS/ Omm "oil�,. JAMS (�ANTWELL AR N0.12079 DAVE:�7/25/163 SHEET s t t s BATT OR BLOWN -IN IN5UL (R -VALUE PER ENERGY C PRE-ENGINEERED ROOF TW15T STRAP (PER DOUBLE TOP METAL DRIP 2x6 SUB= V ALUMINUM WINDOW HE (SIZE PER s" TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER PAPERBACK — EXPANDED METAL LATH, OVER APPRCk 2 -LAYER WATER RE515TANT BARRIER, O\i WALL SHEATHING (TYPE AND ATTACHMI METHOD PER 'NAILING SCHEDUL CONTINUOUS 2x4 w/ (4) I6d NAILS 0 T OF FLOOR TRU55 (TOP 2x4 5UPPOf BOTTOM PLATE OF 2nd FLOOR WA SHEATHING MUST NOT BREAK WIT 1'=4" MIN. FROM 2nd FLOOR L CONTINUOUS 2x6 w/ (6) 1! d NAIL BOTTOM OF FLOOR TRUSS (BOTTOM IS A NAILER FOR WALL SHEATHI PLASTIC OR METAL WEEP SCBE CONC. FILLED U -BLOCK (U 15 CONTINUOUS REB WINDOW (PER PL' ATTACHMENT PER M 5PECIFICATIC PRECAST OR POUREC PLACE SILL (PER BL 2" TEXTURED CEMENTITI COATING MIN. (PER A C92(o) OVER s SHINGLES OR TIDE (PER BLDR) OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, &TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING 5CHEDUL E") -s" GYP5UM BOARD OR 2" NIGH STRENGTH CEILING BOARD -SIMPSON 5P2 (USP 5PT24) 9 EVERY EXTERIOR BEARING STUD. t FOR CONDITIONS WHERE TRU56 AND STUD LINE-UP, USE A SIMP50N HILA (USP RT16A) -WALL INSULATION (R -VALUE PER ENERGY CALC5) -WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS FRAME ON BLOCK WALL SECTION - HIP ROOF Two STORY l(od NAILS a" O.C. MAX 2x4 BLOCKING la EACH BRACE, TOENAIL NTO TRU55 w/ (4) 16d NAILS 0 EACH END 3/4" T4G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE") (5d RING 5HANK NAILS �@ 4" O.C. MAX INTO BLOCKING PPE -ENGINEERED FLOOR TRU55 2x4 BRACE 4E" O.C. w/ (5) 12d NAILS EACH END 8" GYPSUM BOARD OF, 2" NIGH STRENGTH CEILING BOARD CONC. FILLED U -BLOCK w/ (1) 15 CONTINUOUS REBAR FLOOR TRUSS CONNECTION SCALE: 3/4'=I'-0" SCALE: 3/4'=1'-0" )CW SILL ERIOR BEARING 5TUD5 E AND SPACING PER NOTE #21, ER CATEGORY TIMBER ON ERAL NOTES SHEET GN)] '4G SUBFLOOR (ATTACHMENT SOD PER "NAILING SCHEDULE") =ENGINEERED FLOOR TRU55 YP5UM BOARD OF, 2" HIGH ENGTH CEILING BOARD )EDDED STRAP R PLAN) CAST LINTEL E AND REINFORCEMENT PLAN) LL INSULATION -VALUE PER ENERGY CALLS) �YP5UM WALL BOARD #5 REBAR VERTICALLY IN )NC. POURED CELL )CATION PER PLAN) �.T. FURRING STRIPS V O.C. >NCRETE SLAB _E FOUNDATION PLAN FOR SIZE D REINFORCEMENT) :TERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 5HINGLE5 OR TILE (PEP BLDR) OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, (oTH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE") METAL DRIP EDGE-' 2x& SUB -SAND -- VENTED ALUMINUM SOFFIT PEP, PLAN DOUBLE TOP PLATE--\ 8" TEXTURED CEMENTITIOU5 COATING MIN. (PER A5TM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RE515TANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE"� WALL INSULATION (R -VALUE PER ENERGY CALC5� WINDOW HEADER (SIZE PER PLAN) FRAME WALL SECTION - GABLE ROOF SCALE: 3/4'=I' -O' NOTE: REFER TO DETAIL 102 FOP GABLE X -BRACING REQUIREMENTS -PRE = ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRU55ES AT FIRST (2) BAYS (4'=0" O.C. @ SHEATHING SEAMS) 6TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRU55 ENGINEERING) CONT. 2x4 RAT -RUN ATTACHED TO EACH TIRU55 w/ (2) 12d NAILS INSTALLED e MID -POINT OF TRUSS SPAN or 10'-0" O.C. MAX -BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALLS) -SECURE 2x4 TO DBL TOP PLATE w/ %a" x 6" THRU-BOLTS � 32" O.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS @ a" O.C. MAX or 5ECUPE GABLE TO DBL TOP PLATE w/ SIMPSON HGA10 0 24" O.C. MAX (or EQUIVALENT INSTALLED PER MFP'5 5PEC5) or SECURE GABLE TO DBL TOP PLATE w/ 6IMP5ON 1­16TA24 0 32" O.C. MAX (or EQUIVALENT INSTALLED PER MFP'5 SPECS) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST I ' INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN G 4 INCHES (1�?0 MM) WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 a INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). FULL WAL ' CLEAR SPAC BETWEEN TH )RAIL AND TH _ SHALL BE I; 42" KNEEWAL CONTINUOUS HANDRAIL 34" MIN. TO 30" MAX A.F. 4A STAIR HANDRAIL TWO STORY SCALE: 3/4'=1'-0" TEXTURED CEMENTITIOUS COATING MIN. (PEP ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE"} -- EXTERIOR BEARING STUDS [51ZE AND SPACING PER NOTE 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] EMBEDDED STRAP B Cor EQUIVALENT) �B A (PER PLAN) WA2 PARALLEL TO BLOCK 2" TEXTURED CEMENTITIOU3 COATING MIN. (PEP A5TM C92(o) OVER CMU NOTE: 5TRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'4' MIN. FROM 2nd FLOOR LINE PERPENDICULAR TO BLOCK CONTINUOUS 2x4 w/ (4) I(od NAILS 0 TOP OF FLOOR TRU55 (TOP 2x4 5UPPORT5 BOTTOM PLATE OF 2nd FLOOR WALL) 3/4" T4G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE") PRE=ENGINEERED FLOOR TRU55 CONTINUOUS 2x(o w/ (G) l(od NAILS BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 15 A NAILER FOR WALL SHEATHING) s" GYPSUM BOARD OP2" HIGH STRENGTH CEILING BOARD ONG. FILLED U -BLOCK w/ (1) 15 CONTINUOU5 IREBAR BATT OR BLOWN -IN INSULATION (R -VALUE PEP ENERGY CALLS) PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE METAL DRIP EDGE 2x( 5U5=BAND VENTED ALUMINUM SOFFIT " TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C132(o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2=LAYER WATER RE513TANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE'} 2x8 5YP 12 WOOD 5TUD5 i@ 12" O.C. MAX YZ" DIAMETER ANCHOR BOLT 12" O.C. MAX w/ 1" EMBEDMENT w/ 2" DIAMETER WASHER 2xa 5YP 12 WOOD 5TUD5 � 12" O.C. MAX we WINDOW (PER PLAN), o ATTACHMENT PEP MFR. 5PECIFICATION5 o_j �a (3 (V PRECAST OR POURED IN LuPLACE SILL (PER BLDR) �o � 2" TEXTURED CEMENTITIOU5 Lu oe� o COATING MIN. (PER A5TM ° C92�) OVER CMU aQ �a O U �Lu ° ao a � 0— Z 0 Lu z f� m = o WALL MOUNT RAIL 4B RAILING DETAIL SCALE: N.T.5. z r u > I I I oil it ( 0 O 21-01[ A/ OPEN TO ABOVE WALL SECTION TWO STORY SCALE: 3/4"=1'-0" IL x 2" WOOD SCREWS _L SPACER STUDS '@ I(o BLOCKING 3URED w/ (3 ILS '@ EACH '.YWALL 2'-0II (MIN. IN 51-45) BLOCKING SHINGLES OR TILE (PER BL DR) OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, ! TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE") s° GYPSUM BOARD OR 2" HIGH STRENGTH CEILING BOARD SIMPSON 5P2 (USP 5PT24) 0 EACH 2Xa STUD 1,000# UPLIFT CONNECTOR 2" GYPSUM WALL BOARD 51MP50N SPI (USP 5PT22) �@ EACH 2xO STUD (U COURSE TIE -BEAM POURED SOLID w/ CONCRETE w/ (1) 15 REBAR HORIZONTALLY PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R -VALUE PEP ENERGY CALCS) 2" GYPSUM WALL BOARD 4° P.T. FURRING STRIPS 0 I(" O.C. {U 115 CONTINUOUS REBA}R 1(o" O.C. MAX, IN CONCRETE POURED CELL (VERIFY PER PLAN) WOOD 5A5E 15 REBAR 40" LONG w/ (c" HOOK 9 24" O.C. (MIN. 24" IN SLAB) 4" COMPETE REINFORCED w/ P15ERMESH AT A RATE OF .151b5 PER CUBIC YARD ON (o -MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED CLEAN TERMITE TREATED FILL {3) #5 REBAR ON CHAIR5 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. c c LOT: KENSINGTON RESERVE (LOT 126) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 82065.126/00001 PAGE: SECTIONS/ DETAILS 1NJA ES CAWELL 9\FNO (" DTE:7/25/1 6 SHEET S " M5TCM40—\ (INSTALLED ON 70P OF WALL SHEATHING PLAN VIEW 1/16' O.S.B. SHEATHING OR 1/2" CDX PLYWOOD 2x4 EXTERIOR WALL 5TUD5 2x4 BOTTOM PLATE 2x4 _WALL M5TCM40 (INSTALLED ON TOP OF l/16' O.S.B. SHEATHING OR WALL SHEATHING I/2" CDX PLYWOOD 2X6 EXTERIOR WALL STUDS T2X6 50T70M PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER M5TCM40 (INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T.S. 1/16° 0.5.8. SHEATHING OR 1/2° CDX PLYWOOD y 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 ( INSTALLED ON TOP OF WALL SHEATHING 1/16° O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x6 EXTERIOR WALL 5TUD5 —------- 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE. N.T.S. HTT-4 SECURED TO STUD W/ (20) 10d X 1 " NAILS 1116' 0.5.8. SHEATHING OR 1/2" CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ ( 12) 4" TAPCON5 NOTE: MINIMUM END AND EDGE D15TANCE FOR TITEN SCREWS 15 1 Y2' 1/16" 0.5.8. SHEATHING OR 1/2" GDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRU55 M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4" TAPCONS 2X EXTERIOR WALL 5TUD5 ° 0e e° ° o O 0 0 0 SECOND FIN. FLS ° ° ° o O O ° O LU [L °O Q z O U ° z w ° TOP OF O MASONRY WALL o � � ° N J O O (V Q O O � 0 ELEVATION VIEW A SCALE: N.r-5. NOTE: MINIMUM END AND EDGE P15TANCE FOR TITEN SCREWS IS 1 Yz' 2X EXTERIOR WALL STUDS SECOND FIN. FLR. ELEVATION VIEW B SCALE: N.T.S. 0 0 0 5/8" A.T.R. RE -ENGINEERED FLOOR PRE-ENGINEERED FLOOR i i TRUSS (GIRDER DRAWN) TRUSS (GIRDER DRAWN) 1/16" 0.5.8. SHEATHING i i TOP OF WALL OR 1/2" CDX PLYWOOD ol 1/16' 0.5.5. SHEATHING PRE-ENGINEERED FLOOR TRUSS OR 1/2' CDX PLYWOOD (GIRDER DRAWN) 'o: —Z HTT-4 SECURED TO STUD W/ (20)106 X 1 2' NAILS USP K5T26R 0 (ATTACHED PE BEARING POST/ MANUFACTURER'S SPECIFICATIONS) --r_r_ BEARING STUDS (PER PLAN) 5/5° A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) ° z� a i '� U ° FOUNDATION (PER PLAN) ° ° v EXTERIOR STUD WALL OPTION #1 (NTT -4 METHOD) 3 CORNER TO POST SCALE: N.T.S. ERRING POST/ BEARING 5TUD5 (PER PLAN) ° v a a v OPTION 02 (K5T2(o0 METHOD) D5 " T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE DBL. STUD 2x4 BOTTOM PLATE 2x4 EXTERIOR WALL STUDS 1/16° O.S.B. SHEATHING OR 1/2" CDX PLYWOOD 4° T 4 G 5UBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL STUDS 1116' 0.5.5. SHEATHING OR 1/2° GDX PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS RE5AR NTT -4 SECURED TO STUD W/ (20) 104 X 1 1' NAILS 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) DBL. STUD 1/16" 0.5.5.10, SOLI1 PLAN VIEW - 2x6 WALL ARE—ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS RE5AR NTT -4 SECURED TO STUD W/ (20)104 X 12" NAILS 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1" EMBED) EXTERIOR STUD WALL ELEVATION VIEW C SCALE: N.T.S. PERPENDICULAR TO BLOCK SCALE: N.T.S. ?X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20) 104 X 1 2' NAILS PRE-ENGINEERED FLOOR TRUSS 5/0" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC, FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS RE5AR A R C H IT E C T S LONGWOOD, FL 32 /bU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 12 6) J � 'S CANTWELL R NO 12079 P#TE: 7/25/18 Sc :1/4"=1'-0" f f f f f f f f NOTE: STRUCTURAL SHEATHING MU51 BREAK WITHIN V-4" MIN. FROM FLOOR LINE PRE-ENGINEERED ROOF CONTINUOU5 2x4 w/ (4)16d NAILS OF FLOOR TRU55 (TOP 2x4 5UPf BOTTOM PLATE OF 2nd FLOOR 51MP50N MT512 or USF TO LEDGER @ 2, DOUBLE 2x6 LE 5ECURED TO TRU55 w/ 3 LAG 5CREW5 6 24' O.0 CONTINUOUS 2x6 w/ (6) 16d N, BOTTOM OF FLOOR TRU55 (BOTTC 15 A NAILER FOR WALL 5HEA' NOTE: STRUCTURAL SHEATHING MUST BREAK WITHIN V-4" MIN, FROM FLOOR LINE PRE-ENGINEERED ROOF T LEDGER CONNECTION AT FLOOR TRUSS PERPENDICULAR 51MP50N MT512 or U5P TO LEDGER 0 24 DOUBLE 2x6 LEC SECURED TO TRUSS w/ %s LAG SCREWS @ 32' O.C. 5CALE: 3/4'-4-0' zIOR BEARING STUDS AND SPACING PER NOTE #21, R CATEGORY TIMBER ON ;?,AL NOTES SHEET GN)] ENGINEERED FLOOR TRU55 DDED STRAP PLAN) AST LINTEL AND REINFORCEMENT OLAN) 3EARING 5TUD5 ?PACING PER NOTE #21, _GORY TIMBER ON ETES SHEET GN)] :EKED FLOOR TRUSS LEDGER CONNECTION AT FLOOR TRUSS PARALLEL NOTE: SHEATHING MUST NOT BREAK AT JOINT OF WALL AND IN7ER5EGTINCz ROOF PECKING. 2X EXTERIOR 5TUD5 FIN, TOP OF WALL PRE-ENGINEERED FLOOR TRUSSES BEARING CONDITION (PER PLAN) SCALE: 3/4' = I'-0' ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4' = I'-0' 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)16D NAILS e TOP OF FLOOR TRU55 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 1116' 0.5.8. SHEATHING OR 1/2' CDX — PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 w/ (6) 16d NAILS 0 BOTTOM OF FLOOR TRUSS (BOTTOM 2X(o 15 FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL NTEL :E INFORCEMENT NOTE: ROOF CONDITIONS MAY VARY EXTERIOR WINDOW/DOOR OPENING IN FRAME WALL SCALE: 3/4'=1'-0' IRE EACH KING 5TUD TO TOP PLATE w/ 5ON 5P4 or USP 5PT4 2x6 WALL U5E 51MP50N 5P6 or USP 5PT(o) -ENGINEERED TRUSSES w/ TRUSS 4ECTOR (VERIFY w/ TRUSS PLAN) 5LE TOP PLATE 'PLE STUDS e 1(o' O.C. MAX STUDS 'MINIMUM WALL AND HEADER 5TUD JIREMENTS' CHART ON FRAMING PLAN DETAILS AND 6PECIFICATION5) IRE JACK STUDS TO HEADER MP50N or USP L5TA12 ;H 51DE OF OPENING) STUDS 'MINIMUM WALL AND HEADER 5TUD JIREMENTS' CHART ON FRAMING PLAN DETAILS AND SPECIFICATIONS) :RIOR BEARING STUDS AND SPACING PER NOTE #21, =R CATEGORY TIMBER ON ERAL NOTES SHEET GN)] IRE EACH JACK 4 KING 5TUD 3OTTOM PLATE w/ 51MP50N 5P4 3P 5PT4 IRE BOTTOM PLATE TO SLAB w/ V ANCHOR BOLT w/ 2' WASHER IN 51MP8ON HIGH STRENGTH XY (OR EQUIVALENT) 6" EDMENT MIN. 'a 32' O.C. MAX SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 5P4 or USP 5PT4 (FOR 2x6 WALL USE 5IMP50N 5P6 or USP 5PT(o) PRE-ENGINEERED TRUSSES w/ TRU55 CONNECTOR (VERIFY w/ TRU55 PLAN) TOP PLATE C-IRIPPLE STUDS a 16' O.C. MAX —KING STUDS (SEE 'MINIMUM WALL AND HEADER 5TUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) FOR DETAILS AND 6PECIFICATION5) SECURE JACK STUDS TO HEADER w/ 51MP50N or U5P L5TA12 (EACH SIDE OF OPENING) JACK STUDS (5EE 'MINIMUM WALL AND HEADER 5TUD DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN OPENING fi0R DETAILS AND SPECIFICATIONS) EXTERIOR BEARING 5TUD5 [ SIZE AND SPACING PER NOTE #21, �j UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d FOM EACH END 4 +wr NOILSMORE TITHIN (o HAN 12' O.C. S AGGERED SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMP50N 5P4 or U5P 5PT4 SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN, FROM 2ND FLOOR LINE UOR WINDOW/DOOR OPENING IN FRAME WALL Two STORY SCALE: 3/4'4-0' I'-0' 2x DOUBLE TOP PLATE PRE-ENGINEERED ROOF TRU55E5 or CONVENTIONALLY -FRAMED ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING 5CHEDULE") 2x BLOCKING UNDER WALL 5TUD5, SECURED BETWEEN TRUSS BAYS w/ (3) 12d NAILS a EACH END 2x STUDS SPACING PER PLAN MT512 ia EVERY STUD 2x BOTTOM PLATE 6 DORMER ATTACHMENT iUJO STORY SCALE: 3/4'=I' -O' HEADER (SIZE PER PLAN) MAX. OPENING 48' 61TE AND SPACING OF STUDS PER PLAN SIMPSON 5P8 or U5P 5PT8 a TOP 4 BOTTOM PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRU55 PLAN) E TOP PLATE 51MP$ON or U5P M5TA24 EACH JACK STUD 2x8 5YP 02 WOOD 5TUD5 a 12' O.C. MAX. WALL SHEATHING TO BE WITHIN y' OF WINDOW/DOOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') (2) JACK STUDS 4 (2) KING STUDS e EACH SIDE OF OPENING JACK 5TUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAIL5, (2) WITHIN 6" FROM EACH END 4 NO MORE THAN! 12' O.C. STAGGERED WINDOW SILL w/ CRIPPLE STUDS I6' O.C. Y2' D IAMETER ANCHOR BOLT 1@ 12' O.C. MAX ,w/ i' EMBEDMENT w/ 2' DIAMETER WASHER -51MP60N or USP M5TAM24 e EACH JACK SECURED wl (3)Y' x I %" TAPCON5 TO CMU wl MIN. 2' COVER 4 2' APART 2x8 50TTOM PLATE WINDOW OPENING IN 2 -STORY WALL Two STORY SCALE: 3/4'=1'-0' A R C H I T E C T S 1441 N. RONALD HEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. ac LOQ': KENSINGTON RESERVE (LOT 12 6) MODEL: SUMMERLAND (VERSION#01) P OJE+C'T#: R2065.126 /00001 /N0.41 NTWELL 20%9 ATE: 7/25/18 f t 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 Vinyl FL# 16104 16103 16103 16104 16104 16103 16103 16103 16103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 16103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 Ryan Homes • Openings Vendor: !Lumber Vendorie0619 Sliding Glass L0432426 [Doors EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 1901/,2" L0434206 I EA I _ 12/0 X 8/0 OXXO I DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" i L0429616 I EA 116/0 X 8/0-- I DOOR SGD ALUM_ (WHITE) W/SCRN_ 191" X 961/2" - TO 286" -621/4" EA I I EA I 5/0 X 6/8 - I DOOR SGD ALUM w/SCRN I X 811/2 it 1 __0354136 L0298_912 I EA, I 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 621_/4" X 961/2" I _ _- 1H2 FX TP I EA ( 6/0 X 6/8 I DOOR SGD ALUM (WHITE) W/SCRNI 741/4" X 811/2 —EA EA I _L0295466 e._1 L0295467I EA _ I 6/0 X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN - 741/4" X 961/2" EA I L0303298 _ I EA _ 1 8/0 X_6/8 I DOOR SGD ALUM (WHITE) W/SCRN I 981/4" X 811/2" EA 1 L0310660 _ L0329528 _0298914 EA I EA EA _ 8/0 X 8/0 - I 9/0 X 6/8 9/0 X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN -_ DOOR SGD ALUM (WHITE) W/SCRN DOOR SGD ALUM W/SCRN I_ 981/4' X 961/2' I 1081/2" X 811/2" 1 1081/2" X 961/2" I 1 L0460340 I _0432421 I L0439893I LO #32424. I L0432423 I 0369271 L I _0369273 1 I EA 1 EA 1 EA 1 EA i EA 1 EA I EA 1 EA 1 1/4X1/4 FX TmP �. 13 I 14 I 3 FX NO FLANGE 143 _ I 1433 FX W/FLANGE 1 15 1 2 ARCH TOP / I 161/2 ARCH TOP 1 1620 FX I WDW VINYL SH CLEAR NO GR I WDW VINYL SH CLEAR NO GR W/SCRN 1 WDW VINYL SH W/GR & SCRN I WDW VINYL FX WHT W/GR & SCRN I WDW VINYL FX WHT W/GR & SCRN I WDW VINYL SH WHT W/GR & SCRN ( WDW VINYL SH WHT W/GR & SCRN ) WDW VINYL SH W/GR NO SCRN _ I __ 201/8" X 38 3/8" 1 201/8" X 50 5/8' 1 1 17" X 39" 201/8' X 67" 1 201/8" X 76" _ I 16" X 39,.�. '" ---_ 18" X 24" _L0429521_ L0430156_-- IEA i 16_24 I WDW VINYL SH W/GR NO SCRN18" - X 28" L0434427 1 EA I 1634 FX -- - 1 WDW VINYL FX WHT W/GR_-��- 16104 18" X 40" - -- _0439004 —TEA 1 _ 1836 FX ARCH TOP I WDW VINYL FX W/GR & SCRN------------- I 20" X 46" _ _0303300- -I I _ _- 1H2 FX TP I WDW VINYL SH W/GRI 27 1/2" X 26" X 48" L0412312�) —EA EA I 1H3 -- w I WDW VINYL SH NO GR W/SCRN w �- I 271/2" X 38 3/8" �vW _. _ I_ L0317304 _ I_ EA I _ - -I ' 1H4 WDW VINYL SH CLEAR NO GR W/SCRN _I 271/2" X 50 5/8"I - L0419869 EA 1 _ 1H4 W/1/2RD1 WDW VINYL SH W_/GR & SCRN - I 271/2" X 68�5/8" 2860_ -- - - _I_ L0319054 1 EA I 1H5 I WDW VINYL SH W/GR & SCRN ---- i 27 1/2" X 63" EA_ I L0419870 I EA_[ 1H5 W/1/2RD I WDW VINYL SH W/GR & SCRN I 27 1/2" X 81" L0429520 I _1040450 L0317308 I L0298924 I L0365362 L0352195 _0369494 _0354140 I L0434443 1 L0423133 1 L0434428 L0423134 uI I EA I 1H6 I WDW VINYL SH CLEAR NO GR W/SCRN I 271/2"' X 7211� 16103 _L0432419 L0317306 ---� EA I 1H6 ARCH TOP I WDW VINYL SH W/GR & SCRN ���---� ( 271/2" X 76" _ 36" X 60"- L0298906 I EA -1- _ 1H6 TMP W/1/2RD I WDW VINYL SH W/GR & SCRN 1 271/2" x 9011 L0434441 I EA 1 FX1 - WDW VINYL FX CLEAR NO SCRN_ ( _ _ _I_ 24" X 24" _p-- L0298926 ) EA I _2_020 2020 FX ARCH TOP _ i W WDW VINYL FX HT W/GR I - I 24" X 28" - _0369491 1 EA I ' 2026 FX 1 WDW VINYL FX WHT W/GR_-_ I_-- - I 24" X 30"� _ L0327818 _ I EA 1 2030 � - VINYL SH CLEAR NO GR W/SCRN 1 � I - X 36" L0352196 1 EA (_ _1-WDW 2_030 FX^_ I WDW VINYL FX WHT W/GR I _ 124" X 36" _ L0298928 �1 _0434444 1 L0317309EA I _0366113 1 L0362731 1 L0363422 L0417692 L0298929 L0298930 L0351034 _6319052 EA 1 EA 1 I EA 1 EA 1 I EA_j 1 EA ( EA 1 EA ( EA 1 EA -2030 W/1/2 RD 1 2036 TMP FX 1 2040 2040 ARCH TOP 2040 FX TEMP 2040 W/1/2RD 1 2050 1 2060 TMP ARCH 1 2060 TMP W/1/2 RND 1 23 1 24 WDW VINYL SH WHT W/GR & SCRN ( WDW VINYL FX WHT W/GR 1 1 WDW VINYL SH CLEAR NO GR W/SCRN 1 WDW VINYL SH W/GR & SCRN 1 WDW VINYL FX CLEAR NO SCRN 1 WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL SH CLEAR NO GR W/SCRN 1 WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL SH CLEAR -NO W/SCRN I ( 1 1 i 1 I 1 1 38" X 383/8" 1 38" X 50 5/8" 241'X 52" 1 24" X 42" 1 24" X 48" 1 24" X 52" 1 24" X 48" 1 24" X 64't ( 24" X 60" ) 24" X 76" 1 24" X 98" _ 1 I_ L0369187 I EA I 24 W/1/2RD I WDW VINYL SH W/GR & SCRN I 38" X 74" �� 1 L0432425 1 EA 1 24-5 W/FLANGE-I WDW VINYL SH W/GR &SCRN -� v�38" X 561/4°" WDW VINYL SH NO GR W/SCRN 1_54 L0298907 EA I 2430 1 WDW VINYL SH W/GR & SCRN _�- I _ i 28" X 36" L0_367488 _ I EA I 2436 FX _ 1 WDW VINYL SH WHT W/GR & SCRN �— 1 _ ( 28" X 42° -- L0430846I EA _— I 2450 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN- 4 I 28" X_60" L_0298908 I EA I 2460 TMP I WDW VINYL SH W/GR & SCRN -- 1 I 28" X 72" _0295456 I EA I� 25 1 WDW VINYL SH CLEAR NO GR W/SCRN -1 1 38" X 63" -_ 1 L0300838 1 EA_[ � 25 ARCH TOP I WDW VINYL 511 W/GR & SCRN 38" X 67" I _0295460 I EA _ 1 25 TMP W/1/2 RD I WDW VINYL SH W/GR & SCRN _ I 38" X 861 WDW VINYL SLIDER-WHT W/GR & 5CRNI _0310640 1 EAI 25 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR & SCRN _ I 741/2" X 75" I 4040 L0300839_ I EA I TW W/ARCH I WDW VINYL SH W/GR & SCRN V N - I_ 741/2" X 67" I EA L0295457 I EA _2_5 IJ 25 TWIN 1 WDW VINYL SH CLEAR NO GR W/SCRN I 741/2° X 63'" L0368324 L0427956EA L0460341 L0298925 L0435847 _0295462 L0295461 L0298910 L0298911 L0314657 L0317305 �I EA _ I 25 W/1/2 RD I WDW VINYL SH W/GR & SCRN _IV38" X 86" Transoms L0369490 1 EA (_n 26 I WDW VINYL SH CLEAR NO GR W/SCRN_ _ I 38" X 72" X 17" _ L0295459 I EA I 26 ARCH TOP I WDWVINYL SH W/GR &SCRN _ ( 38" X 76" I TRANSOM VINYL W/GR --1 L0361749 ~ �1_EA_ I -- 36" X 16" ( 26 TMP W/1/2 RND 1 WDW VINYL SH W/GR & SCRN 1 38" X 95" 1 3044 L0434442 I EA I 26 TRIP 1 WDW VINYL SH CLEAR NO GR W/SCRN _ I 111" X 72" EA _---� 3214 TMP ---i- -- -` I TRANSOM VINYL WHT _ _ -� i 1 39" X 17" - �1 38" X 16' 16104 L0328436 FL# Part #Unit Size Description Masonry Opening Frame O Vinyl FL# _Windows -- 16100 L0369270 I EA I 26 TW 1/2 EYEBROW _I WDW VINYL SH WHT W/GR & SCRN I 741/2" X 95"� I---p� 161.00 L0367192 I EA 1 26 TW W/ARCH -- iI WDW VINYL SH W/GR & SCRN 1 74 1/2" X 76" 39 5/8" X 831/16" � 16100 L0297193 I- EA I 26 TWIN I� WDW VINYL SH CLEAR NO GR W/SCRN I - 741/2" X 72'_ EA_ 16104 _0426486 I EA 1 2626 FX - -- 1 VINYL W/GR�_- I _ 30" X 30" 16103 _0367491 I EA 1 2640 y I-� _WDW WDW VINYL SH CLEAR NO W/SCRN ( --�� _ 130" X 48" 16104 L0366994 1 EA- I 2650 FX _ 1 WDW VINYL SH CLEAR NO GR NO SCRN I �vW _. _ I_ 30" x 60"_ 1.5317 L0354138 I EA I - 2850_ w� —_� ( WDW VINYL CSMT_W/GR & SCRN_ I _ I 32" X 60" v 16103 _1040440 I EA 2860_ -- - - - WDW VINYL SH WHT W/GR & SCRN I _ -,_� _ 32" x 72'° 16104 _0296557 I EA_ I 3/0X3/0 FX TMP -- I WDW VINYL SH CLEAR NO GR I -_ I 36" X 36" 16104 1610.3 16104 16103 16103 16104 16103 16104 16100 16100 16100 16103 L0429520 I _1040450 L0317308 I L0298924 I L0365362 L0352195 _0369494 _0354140 I L0434443 1 L0423133 1 L0434428 L0423134 uI EA I EA EA 1 EA ( EA EA EA 1 EA 1 EA ( EA 1 EA EA 1-- 3024 FX TEMP _-- I 3030 I 3030 FX ) 3030 FX ARCH TOP I 3030 W/1/2RD 1 3040 1 3040 ( 3040 FX I 3040 TRIP ( 3010 TW 1/ 2 EYEBROW 3040 TWIN 1 3040 W/1/2 RND _ WDW VINYL FX CLEAR NO SCRN ( WDW VINYL SH WHT W GR & SCRN / I WDW VINYL SH WHT W/GR & SCRN I WDW VINYL FX CLEAR NO GR I WDW VINYL SH WHT W/GR & SCRN I WDW VINYL OVAL WHT W/GR 1 WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL W/GR 1 WDW VINYL SH CLEAR NO GR W/SCRN 1 WDW VINYL SH W/GR & SCRN 1 WDW VINYL SH CLEAR NO GR W/SCRN 11 WDW VINYL SH W/GR & SCRN36" I 1 1 I 1 I I 1 - 1 ( 36" X 28" 36" X 36" 36" X 36" 36" x 40" 36" X 59" 38 X 88 " 36" X 44 36" X 48" 109" X 48" 721/2" X 52" 72 1/21" X 48" X 70 16103 L0298921 I EA [_3050 I WDW VINYL SH CLEAR NO GR W/SCRN 1_ _ v -I _ 36" X 60"- 16103 L0317307 1 EA _ - 3050 ARCH TOP I �__ VINYL SH W/GR & SCRN 16104 L036748 ( -I EA I 3050 FX_-_�- I _WDW WD_W VINYL NO GR _ _ I - _ I 36" X 60" - 16100 L0366804 EA 1 _ 3050 TPL --- (_ WDW VINYL SH CLEAR NO GR'W/SCRN ( Y _ I_ 109" X 60" 16100 _I L0298922I EA 1 3050 TWIN~ I WDW VINYL SH CLEAR NO GR W/SCRN I _ _ - ( 72 1/2" X 60" 16.100 L0354148 _I EA I _ 3050-4050FX_3050 I WDW VINYL w/GR &SCRN I -- 121" X 60" 16103 L0419409 1 EA 3056 ARCH TOP I WDW VINYL -SH W/GR & SCRN -_ I 36" X 70" -_ 16103 _0477376-�-I EA 34 _ _ -�- _ -- WDW VINYL SH CLAR NO GR W/SCRN I 541/8+' X 50,5/8" 16103 L03671_88 �I _) EA I _N`w----I I WDW VINYL SH NO GR W/SCRN 1_54 1/8 X 63 v I _ 16103 L0329525 . I EA 1 -35 _ 35 ARCH TOP ( WDW VINYL SH W/GR & SCRN ( -_ 54 1/8" X 67" 16103 _ _0364384 1 EA I _ I_ WDW VINYL SH W/GR & SCRN ______I- .541/8" X 72' 16103 L0327816 1 EA 1 ._3 36 ARCH TOP I WDW VINYL SH W/GR & SCRN 1 54 1/8" X 76" 16104 L0367490 ( EA ( _ 4020 FX TMP_ y WDW VINYL FX CLEAR NO GR 1 - ( 48" x 24" _ 16103 _0430847_ I EA ~I 4030 FX TMP- - WDW VINYL SH CLEAR NO GR _-� I 48" X 36" 15865 L0434426 _-_ 1 EA _I 40364036 ~— I WDW VINYL SLIDER-WHT W/GR & 5CRNI 48" X 42" 15365 L0354129 I EA I 4040 I WDW VINYL SLIDER NO GR W/SCRN 1 _ I� 48" X 48"_ 16104 L0354141 I EA 1_4040 FX WDW VINYLNO GR -_ _ _ _ I -_ I 48" X 48t i 16103 16100 16103 15365 16104 16104 16104 16104 16104 16103 L0368324 L0427956EA L0460341 L0298925 L0435847 _0295462 L0295461 L0298910 L0298911 L0314657 I EA I 1 EA EA 1 ) EA 1 EA 1 EA _[___54X27 1 EA 1 EA I EA _ _ _ _ -I 1 4050 I 4050 TWIN 1 5/0X5/0 FX TMP ( 5044 1 5052 FX TMP 1 54X12X24 ARCH 1 58X28X56 1/2 RD 1 58X40X30 ARCH 1 IH3 ( WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL SH W/GR & SCRN 1 WDW VINYL SH CLEAR NO GR I WDW VINYL SLIDER WHT NO GR W/SCRN 1 WDW VINYL FX CLEAR NO GR 1 WDW VINYL W/GR 1 WDW VINYL 1/2 RD W/GR 1 WDW VINYL W/GR 1 WDW VINYL W/GR 1 WDW VINYL SH NO GR W/SCRN I 1 1 1 1 ( 1 1 1 27 1/2" X 38 3/8" I 48" X 60" ( 961/2" X 60" 1 60" X 60" 1 60" X 52" 1 60" X 62"` 1 54" X 28'" 1 54" X 31" 1 58" X 61" 1 58" X 44" Transoms 16104 L0429519 1 pEA I 2014 _®�--�--- I TRANSOM VINYL WHT NO GR --_j___-25" X 17" _ ( 24" X 16"� 16104 _0354132 1 EA ( 3014 I TRANSOM VINYL W/GR --1 1 37" X 1_7" m-�- I -- 36" X 16" 16104 ( EA 1 3044 - Y 1 TRANSOM VINYL W/GR 37" X 53" vYy - -I 1 36" X 52'!___ 16104 _L0354133 L0324888 y�__I EA _---� 3214 TMP ---i- -- -` I TRANSOM VINYL WHT _ _ -� i 1 39" X 17" - �1 38" X 16' 16104 L0328436 _I- I EA ( 3616 ARCH _N_O_GR I TRANSOM VINYL WHT W/GR I 43" X 23" 42" x 23" 16.104 _ L0354134 _ I EA _ I 3624 ARCH I TRANSOM VINYL W/GR _ I-- 43" x 33" _--- ( 42" X 33" _ 16104 L0329526 1 EA�1 - _-- 40131 TRANSOM VINYL WHT NO GR _ I 49" X_16" _ I 48" X 15" 16104 _0300837 ( EA 1 4613 -- —`� _ 1 VINYL WHT W/GR W 1 55" X 16" 1 54" X 1511 _ 16104 _0295463 _ I EA I 4620 -TRANSOM I TRANSOM VINYL WHT W/GR-�- I 55"X 25" 54" X 24" 16104 L0354135 1 EA i - 4626 ARCH -y - (- TRANSOM VINYL W/GR1 _ 55"X 34" _ I_- 54" X 34" 16.104 L0354131 I EA I 5016 1 TRANSOM VINYL W/GR (� 61" X 19" I 60" x 181" EA 2/8 6/8 Door —i 35 5/8" X 831/16" _ 34 1/8" X 82 5/16" EA 1 _ V 3/0 6/8 i Door 39 5/8" X 831/16" � 3$1_/8" X 82 5/16" EA_ I 2/8 8_/0_ -_- I __�--- ��_ Door_ _ _I I 35 5/8" X 991/16" _--�� 341/8" X 98 5/16" EA_ 1 3/0 8/0 I _ Door -_ 39 5/8" X 991/16" I -- 38 1/8" X 98 5/16" -- 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. ac LOT: KENSINGTON RESERVE (LOT 12 6) PAGE: WINDOW SCHEDULE 0 11 DTE: 7/25/18 SCALE: 1/4"=1'-0" SHEET N I I I I I S t I t PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO E3E WIRE TIED TO LATH a 9" O.C. MAX (VERT.). NOTE. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 5TUD EXI5T5 5EYOND EXCEPT STAPLES UJ/ %S" LECA MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO 5E REMOVED AFTER INSTALLATION FASTENERS TO f5E SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINT5 5UT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C10(o3 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO 5E NAILS OR 5TAPLE5 IN COMPLIANCE UJ/ A5TM 01063 CUT TWO PIECES OF FORM FLASH 1 APPROX. (oI' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH 1'NE B0l'i0M HALF 0F THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN NAL (LENGTH UJISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PR01EC?0 FORM FLASH U11TN THE CENTER OF THE PIPE. ADHERE FORM FLASH I t0 THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C926 -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 10(o3-12,4 CTVP 1 INSTALL FASTENERS (CLIPS/ STRAPS/ STAPLES) AS REQUIRED TO SECURE PIPE/ QUIRE TO FRAMING PIPE PENETRATION DETAIL Q.T.S. 6' TO S'/ G F MIN. o' TO 8' IMIN. MN. 8" THICK, 3 COAT CEMENT PLASTER WR5 LAYER 12, FORTIF15ER E3UILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 0111 (VERT.) O.C. MAX AT SUPPORTS . wr WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 5LOCKING PLACED FLAT MAX. (o" TO SI' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITION5 USE FINGERS i0 MOLD THE REMAINING HALF 0F THE CORM FLASH I i'0 1'NE SHEATHING, MAKING SURE THE CORM FLASH I IS 1'IGN7 70 THE PIPS AND 1'0 1'NE SHEATHING WITH MINIMAL AIR POCKET'S OR BUBBLES. CTPP 9 SECTION 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 WRE3 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 DYER 12, FORTIFIE3ER E3UILDING PAPER (OR ,APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMA5LE A I RNAPOR 5ARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 ,AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE. SIDE L,4P5 OF METAL PLASTER 5A5E5 SHALL 5E SECURED TO FRAMING MEM5ER6. THEY SHALL 5E TIED 5ETWEEN 6UPPORT5 WITH 0.0415 -IN. (1.21 -MM) DIRE ,4T INTERVALS NOT MORE THAN 9" (229 -MM). AS PER A5TM C1063 71.0.1. NOTE- FOR OTE-FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY 5E PATCHED PEEL 4 STICK WOOD WOOD 5TU r<� SHEATH WRE3 11 TAPED TI SHEATHING w/ Wl #2 OVER TOP. Wf 12 TO 5E LAPPE_ VERTICALLY (oI' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 111 VERTICAL LAP MIN. P MIN, LAP METAL LATH /X LATH VERTICAL LAP TO 5E 111 SIDING FORTIFIE3ER E3UILDING PAPER (OR APPROVED EQUAL) PAPER LAP 9CAL.P: N.ta. MINIMUM LAP (PER MANUR SPECS) STARTER STRIP (PER MANUR SPECS MINIMUM CLEARANCE (PER MANUR SPECS 5"X1" CONTINUOUS COAL V. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL 4 "L" FLASHING NOTE. METAL LATH TAPE WRE3 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 12, FORTIFI ER UILDINr:s PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 11, 5TUCCCWI;RAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING LEGEND METAL LATH X X X X STUCCO a a a •�r 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH., LATH TO E3E PER F50 R-103.11 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) RES MMA m . AlwhL4_ A R C H I T E C TS J.'+'+11V. RVIVHLV ITCHIaHIV 6LV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 126) PROJECT: R2065.126/00001 PACE: WALL ASSEMBLY DETAILS DATE: 7 /2 5 /18 SCALE: 1/4))==f-0)) SHEET i f s i i f TEXTURED CEM NTITIOU5 COATING WRE3 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRE3 LAVER *2 FORTIF15ER 5UILDING WOOD SHEATHING -�„ PAPER (OR APPROVED EQUALS ► VENT CAP 15 TO 5E 5ET IN CONTINUOU5 SED O 8 THICK, 3 COAT WRE3 LAVER #1, 5TUCCOWRAP (OR APPROVED J SEALANT. PRMANUP. DRYER VENT CAP CEMENT PLAST�R EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUS. (5ET IN CONT. 5EALANT) LAP LAYER5 OF E3UILDING WRAP OVER 5PECIFICATION5 5TEP FLA5HING NAILING FLANGE, 5TOP WRE3 APPROX. j: APPLE' 5EALANT AT PERIMETER OF OVERLAP5 KICKOUT1 %" AOV SHINGLES NON FRAME AND 5TUCCO ON ALL SEALANT ALL SIDS kDIV RT R 11 MIN. ,srA FLA5HING JOINT5 ALL AROUND -ADHERING FLA5HINGS LS51D 5, THICK, 3 COAT CEMENT PLA5TR FLA5HING D�I�R VENT BLOCK STEP �L G METAL LATH 6 B DRYFLEKT KICKOUT DIVERTER WRE3 LAVER 12, FORTIF15ER 5UILDING L,4(3PAPER (OR APPROVED EQUAL) BUILDING PAPER - RM�MpVENT FRAME OVER "QUICK FLA5H" rFELT UND RLAIYM NT 6 H WA PER 1= C 8103.71.1 PIPS THROUGH WALL 5HINGLE ROOFING EXTERIOR LATHING AND PLASTERING 1°ASCfA WRAP EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL DRIP EDGE: OVERLAP 3111 , BUILDING PAPER 1/2 OBJ ,I �I COMPLY WITH THE APPLICATION RQUIRMNTS 01= EXTEND �L UNDER QUICK SLASH SHEATHING MECHANICALLY A5TM C 926-12A, FA5TEN 4" O.C. MAX. A VENTPENETRATION IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 10(o3 -12A WOOD 5HEATHINGUJR LAYER 2, FORTIP15ER LEGEND UJOOD WR5 LAYER #1, E3UILDING PAPER (OR DRAINAGE PLANE CON5TRUCTION 5TUCCOWRAP COR APPROVED EQUAL) (WR LAYER #1, 5TUCCOWRAP NOTA: :. APPROVED METAL LATH OR APPROVED EQUAL INSTALL KICKOUT SLASHING KICKOUT DETAIL �®®D AT E3OTTOM OF ROOF WALL 5 ��-�: Nts. 5HEATHING �UR� LAYER 12, 1�00D _ r,�--1/�" TEXTURED FIN15H � FOOD UJR� LAYER 12 fNTR5ECTi0N5 75 FORT IF I E3E R CONSTRUCT ION FA5T N TO WOOD 5TRUCTURAL (FORT 11=1 SER 5UILDING PAPER BUILDING PAPER COR CMU MEM5ER o I" O.C. MAX OR APPROVED EQUAL) ,x s APPROVED EQUALS TO %S" MID -BALL AREA CIV 1 COAT 0� SHR -CRT _��� METAL LATH X X X X R R 1 3 COAT CEMENT JEEP SCREED STUCCO 1° XI CONCRETE UJATRPROOR ®I" g THICK, II 4d L �L WOOD FRAMED PLA5TER �� WI 5TRIP 5ELF 5CRATCH COAT PRIOR TO ELEC. METER = II ,I D WOOD 5HEATHING � WALL %S TO �/� MID-�UALL ADHERING FLA5HING, CLEAN INSTALLATION WEEP 5CREED MA50NRY 5EFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PSR 3/WAU KJ" 5ELF-ADHERING FLA5HING TEXTURED FIN15H Q MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTA: FRAME�T 0 FRAME FRAME T 0 BLOCK METAL LATH: LATH TO E3E PER FSC R103. -I.1 / ASTM ELEC, METER FIELD VERIFY "�A SCALE: N.T5 '7B SCALE= N.T.S. C-847-09, MIN. 2.5 LE35, PER 50. YARD (UTILITY OR LOCATION NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) NOTE: PROTECTED FLA5H TAPE 5EHIND WEEP 5CR ED 4 APPLY 5EALANT AT WEEP 5CREED END TO END JOINTS LEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 5IDE5 ONLY FLA5H 1 PIECE5 TO COVER SOX 4° NOTE: ATTACH PER PA5T EACH 511DE. 5TARTING AT THE MANUF. 5PECIFICATION5 E30TTOM OF THE E30X, REMOVE RELEA5E LINER AND APPLE ! MAKE AN "X" CUT THROUGH PUSH THS PROTCTO CORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLA5H 1 IN A THE PROTECTO FORM FLA5H 1 1=LASH 1 fNTO THS O�'�NINC� POLYMERIC 150CY'ANAT -POLY L ND 5INGLE FA5HION TO COMPLETELY' IN THE CENTER OF THE E30X AND ADHER TO THE FOAM ("GREAT 5TUFF" OR 51MILAR) COVER THE E30X. OR OUTLET OPENING INTERIOR 0� THE SOX. EXTENDING TO NO CL05ER WOOD 5HEATHING THAN 1" TO CORNER, STEP 1 STEP 2 STEP 3 l�R� LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL APPLY SEALANT AT TOP 4 LA5TOMERIC COATING 51D5 OlmELEC, METER®X PROTECTO FORM FLA5H I (OR APPROVED EQUAL) AFTER STUCCO IN5TALLATION 5ELF ADHERING FLA5HING APPLY E -z 5EAD ° °°o° oo° o OVER 5TUCCO/ C.V. FIN15H a 1=LA5H OPENING WITH PROTECTO FORM FLA5H 1 APPLY 60 MN GRADE "D" FELT (OR APPROVED EQUAL) (5EE TYPICAL, WALL " u o. •o 5ELF ADHERING FLA5HING PER FLA5HING OVER SELF -ADHERING FLA5HING OVER �0 MIN GRADS D o� o0 5 CTION) METHOD A5 DE5CRBED IN DETAIL 3 OF WA1 OVER APROVED HOU5EWRAP LT -PROVIDE SEALANT o0 METAL LATH CONDUIT o .o.o.o o C ON f ELECTRICAL AT PENETRATION DETAIL° AT ALL JOINTS AND PENETRATION .°.°.®.o � x 8 SCALE: N.T.S. APPLY l COAT O� SH R -CRT �L Xf L CONCR T WRE3 LAYER "2, FORTIF15ER fNT RS CTI0N5 EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN E3UILD ING PAPER (OR STEP 4 STEP 5 ELECTRICAL�Rl���TACLE STEP 6 OR METER CAN COME30 OR METER CAN AND D15CONNECT APPROVED EQUAL) � ���: >,i.T�. �� �5ra 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 macaw wwwo SUBDIV. & LOT: KENSINGTON RESERVE (LOT 126) A vi pl •-�• 114 N Md9' E: 7/25/18 SCALE: 1/4"=1'-0" 1 I S S S f I WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL UJ/ TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER 11, - 5TUCCOWRAP (OR APPROVED EQUAL) S" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #1 5TUCCOJRAP (OR APPROVED EQUAL) ,AMIGO AM(o(o-WFWC-180 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) DO NOT CAULK OR — 5EAL GAP MIN. GAP WR5 LAYER 11, STUOCOWRAP (OR APPROVED EQUAL) WR5 LAYER 12, FORTIF15ER E3UILDING PAPER (OR APPROVED EQUAL) S" THICK, 3 COAT CEMENT PLASTER ,4M&(o-WFWC-180 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) WR5 LAYER #1, 5TU000WR,4P (OR APPROVED EQUAL) WR5 LAYER 12, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) r-x I (0" 5ELF-ADHEREING FLASHING WRAPPED @ CORNER OF CANTILEVER Y;X ,AMIGO AM(o(q-LLr -1a0 CU5TOM CA51NG E3EAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. .s. FIN15H LAYER (2 LAYER PEEL $ STICK) (0" PEEL 4 5TICK 0 DRIP EDGE TO DECK 1 %11X1 %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM LCONY DECK TO CANTILEVER (0" PEEL 4 5TICK a DRIP EDGE TO DECK- SU5 FLOOR - LEGEND DRAINAGE PLANE \— OR APPROVED EQUAL. JR5 LAYER 112 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a a a 4° WOOD SHEATHING SELF-,ADHE51VE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG 5EAD 5/S" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD 3" X 3" 2(o G,A, GALV, METAL DRIP EDGE SET IN FULL SED OF 5EALANT, 21' MIN. SPACE FROM DRIP FACE TO TREX FULL 5HEET5 OF PEEL 4 STICK 1 /"X1 %" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD s SEALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD mCOMPONENT5 PULLED APRT 1=0R CLARITY DECK MEME3RANE, EXTEND OVER DRIP EDGE 3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET F 5 ,A ANT IN FULL E3ED 0 L Y2" MIN SPACE FROM NOTE: METAL LATH: LATH TO 5E PER FE3C R103.11 / A5TM C-041-09, MIN. 2.5 1-55, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE616TIVE 5ARRIER #1 WEATHER RE515TIV 5ARRIER 12 8" THICK, 3 COAT CEMENT PLASTER METAL LATH (4Z��L�E DGEINSTALLATION %" GAP FOR 5,ACKEi;� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING E3EAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5U5 FLOOR MODIFIED 90 DRIP FACE TO TREX VINYL (OR /APPROVED EQUAL) CA51NG E3EAD 1 /2"X1 /" P.T. OR 51MULATED WOOD (TREX) let /AY (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 5 LAYER PEEL 4 STICK) WRAPPED FROM 5AL00NY %," GAP FOR SEALANT 4OPT. 5ACKER ROD DECK TO CANTILEVER s" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOGUN FOR CLARIFICATION OF SEPARATE ,ACCESSORIES ONLY) BALCONY DRIP 5r—ALE- N.T.S. EDGE INSTALLATION ^sCOMPONENT9 PULLED APART FOR CLARITY S" THICK, 3 COAT CEMENT PLASTER •. --- Mill R NOTE: SET RAILING LAG 5OLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE < 2x FRAMING M M5ER $" THICK, 3 COAT CEMENT fi L,45TER CORNER 5EAD FASTENED TO SHEATHING o I" O.C. MAX. WR5 LAYER #1, 5TUCCOWRA (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH 2A CORNER BEAD @ FRAME 1 SCALE. N.T.S. CORNER 5EAD (FASTENER 4 SPACING -@ T' O.C.) CMU Va" THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 4�2�%ER BEAD C BLOCK COLUMN SHEATHING WEATHER RE515TIVE 5ARRIER 11 WEATHER RE515TIVE 5ARRIER 1`12 �5ELF ADHERING 4 FLASHING PEEL 4 STICK 1 %2"x3" "L" FLASHING FULLY EM5EDDED IN ROOF CEMENT 1 /" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL SED OF 5EALANT, %" MIN. SPACE FROM DRIP FACE TO TRX WEATHER RE515TIVE 5ARRIER #1 vi ii•� �UJE,ATHER RE515TIVE 5ARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING -(o" SELF ADHERING 4 FLASHING :1 %2"x3" "L" FLASHING FULLY E1�1 EDD D IN ROOF CEMENT %" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL E3ED OF SE AL,ANT, Y2" MIN. SPACE FROM DRIP FACE TO TRX ON ALL 4 SIDES OF COLUMN -VINYL (OR ,APPROVED EQUAL) CASING E3EAD -WAT R PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TC: CANTILEVER 8" THICK, 3 COAT CEMENT PLA5TER -METAL LATH -WOOD SHEATHING -WEATHER IRE515TIVE BARRIER #1 -WEATHER IRE515TIVE BARRIER 12 - 4" P051TIVE DRAIN WEEP 5CREED - NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACC 55081 5 ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ "L" FLASHING A R C HI 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 SUBDIV. 31aaT: KENSINGTON RESERVE (LOT 126) PAGE: WALL ASSEMBLY DETAILS DA11 +E: 7/25/18 SC:1/4"=1'-0" SHEET t t t t t t t t t t t WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) URB LAVER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH S" THICK, 3 COAT CEMENT PLASTER (o "5ELF-ADHERING FLASHING WINDOW FLANGE CURB LAVER #1, & (OR AFFROS WRB LAYER 12, FORTIFIBE PAPER (OR APPRO\ r 8" TH CEMET (o I' 5 L f WINDL,,w r",LAivczLz CASING BEAD C WINDOW AME, NO BAND*EA-�A. WOOD CONSTRUCTION 5EYON1 WOOD SHEATHIN' WEATHER RE615TIVE BARRIER WEATHER RE515TIVE BARRIER %" X 1 %4" LAP SIDING UJ/(o" REVEA (0" SELF -ADHERING FLA5HIN STARTER STRIPPER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL ILII FLA5HIN SIDING BLOCK TO N.Y.S. STUCCO CA51NG BEA TO STUCCO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RE515TIVE BARRIER #2 (o" X 1 /4` LAP SIDING UJ/(o REVEAL (0" 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALVID METAL "Z" FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%S" FLEXIBLE PVC BACKER ROD) (0" SELF -ADHERING FLASHING %$" THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER '1 WEATHER RE516TIVE BARRIER #2 �TUCCOUWAP > EQUAL) IG =ORTIFIBER R (OR SAL) T :R WOOD SHEATHING I RB LAVER 11, STUCCOWRAP (OR APPROVED EQUAL) IRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL METAL LATH 8" THICK, 3 COAT GEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6 "5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WINDOW FLANGE WRB LAYER 11, 5TU000WRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAVER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH S" THICK, 3 COAT CEMENT PLASTER (o"5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE @EAZEL RAME, W BAND: N T.S. (o" 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER '1 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (0" 5ELF-ADHERING FLASHING GALVD METAL ILII FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL 17" FLASHING STUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND (0" 5ELF-ADHERING FLASHING GALV'D METAL 7" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER 11 TO LAP /" MIN. ABOVE TOP OF "z" FLASHING o" 5ELF-ADHERING FLASHING UJEATHER RESISTIVE BARRIER #1 E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER '2 SIDING TO STUCCO C� FRAME TO FRAME TRANSITION `-GAL N T.s. T.FUNn DRAINAGE PLANE (CURB LAVER #1, 5TUCCOJRAP OR APPROVED EQUAL) IRB LAVER '2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a ae ROOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE METAL LATH: LATH TO BE PER FBC 8103,11 / A5TM C-041-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -)4' GAF TYi' CASINGS 5EAD TO WINDOW IX TRIM MEMBER e STUCCO TO 501NG TRANSITION 51DING—, Y4'GAF TYP CASINGS 5EAD TO TRIM J Z,�,:,. 8" TRICK, 3 COAT CEMENT PLASTER METAL LATH �IURB LAYER 11, STUGCOUWAP UJRB LASER #1, 5TU000UJRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD (01' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j SCALE: N.T.S. ( GROCASING BEAD 1 ` SS -SECTION) WOOD SHEATHING METAL LATH s" THICK, 3 COAT CEMENT PLASTER s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) METAL LATH \ WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) [—WOOD SHEATHING WIND( lWB LAVER '1, 5TUCCOWRAP (OR APPROVED EQUAL) (0WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL CASING BEAD C RAISED JAN�Dl�RA�ME15 SCALE: SEALANT )UJ FRAME (OR APPROVED EQUAL) CASING 2X FRAMING (W/%a" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY BULL BEp OF SEALANT BETWEEN — FLANGE 8 BUILDING WRAP EZ BEAD WINDOW CASING - 17 SCALE: N.T.S. i -r THICK, 3 COAT CEMENT PLASTER METAL LATH (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) URB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (0" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY 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 126) IPAGE: WALL ASSEMBLY DETAILS D#Tt: 7/25/18 s 1/4„_1,_6„ siIEET t t S CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WE) STUD WALL TEMPORARILY FOLD -UP SECURE HOU5EWRAP (C kP UNDER) at HE4 STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP *RA -LE. w.�.s. (I=R,4MIs) APIOLY OSI H2U (OR EQUAL) SEALANT �+ WINDOW/CMU JOINT. FLUID APPLIED FLA5HING (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING FOLD HOU5EWRA IN AT JAMB5 4 51L 5LOPE SILL R.O. Tc EXTERIO] INSTALL (o" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE 5ELF-ADHERING 45HING W/ INT, EDGE OF 5 I L L R,O, MECHANICALLY FASTEN FANNED -EDGES. (CAP NAIL5, 5TAPLE5) STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL ►J1L'r V NOTE: 1. IT 15 THE CONT,ACTOR5 R5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5 ,ALANT5 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ,ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" 5ELF-ADHERING OVER VINYL HEAD ICS (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP RIPPLY Sia" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS APPLY TO BACK AILING FLANGE IN -PUNCHED HOLES OR 5LOT5. SUPER STRETCH BUTYL FLASHING DAMS RECD. AT EACH END OF SILL ►J1L'1 s" MIN. TEXTURED CEMENTITIOU5 COATING OVER BLOCK U5 WRAP DOWN 4 [DIAGONAL CUT 4 HEAD OF WINDOW INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM oil INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI( APPLY MEMBRANE FLASHING OVER JOINT STEP 5 'MIN. TEXTURED CEMENT I T IOU5 COATING OVER BLOCK 3" MIN. TEXTURED '-"EMENTITIOU5 COATING STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS e") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS "a.ui v va S" MIN. TEXTURED CEMENT I T I OU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA 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 SUBDIV. LOT: KENSINGTON RESERVE (LOT 126) PAGE: WALL ASSEMBLY DETAILS DAT: 7 /2 5 /18 s : 1/4„ _ 1, _ 6„ E9I�[EET f f f f f f