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HomeMy WebLinkAboutBuilding Plans0 INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GENERAL NOTES FOUNDATION PLAN - - - DOWEL PLAN - -- LINTEL PLAN - -- LINTEL LOADS 'AND DETAILS - CAST-CRETE & LOTT'S FLOOR PLAN - FIRST FLOOR FLOOR PLAN - SECOND FLOOR ELEVATIONS - FRONT & REAR ELEVATIONS - LEFT` & RIGHT GN 1 2 3 3.1 4 4.1 5 5.1 6 FRAMING PLAN - FIRST FLOOR 7 FRAMING PLAN - SECOND FLOOR 8 ELECTRICAL PLAN - FIRST FLOOR 8.1 ELECTRICAL PLAN - SECOND FLOOR 9 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D7 ARCHITECTURAL DETAILS WAI-W5- WALL ASSEMBLY DETAILS a[ 1hol I - - ry CO m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WINDDESIGN SEISMIC I SUBJECTTO DAMAGE FROM WIND ICE BARRIER AIR SNOW Speed' Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD " FREEZING�ANNUAL LOAD (mph) effects` CATEGORY` Weathering depth" Termite TEMP` REQUIRED" ' HAZARDS INDEX'P' N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: °' SQ.FT. CALC.'S CONTROL DATE 01-01-18 REVISIONS *FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH-EDITION(2017) *ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP §3 • CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C el —STORY RESIDENCE — • 2—STORYjR SIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES 1ST FLR LIVING 920 SQ. FT. 2NP FLR LIVING 1; 15 SQ. FT. TOTAL LIVING 2,195 SO. FT. 3ARAGE 444 SQ. FT. ENTRY 50 SQ.FT. LANAI 100 SQ. FT. TOTAL 2189 SQ. FT. cU51c VOLUME LIVING15,204 SO. FT. DATE DESCRIPTION x \ t • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. QUITE 340 WEST PALM BEACH, FL 33401 AREA CALCULATION WIDTH DEPTH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR' NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. ELEVATION A W LANAI 40'-0" 48'-0°' A C HITers u���uty PH: 407-774�078 FAX:407-7744078 www,abdesigngrou p.com STJBDIV. :LOT: OAKLAND LAKE (LOT#49) MODEL 2195 (VERSION#001) PROJECT#: R5025.049/00001 PAGE: COVER SHEET LONGWOOD, FLORIDA 32750 Fax: (407) `' 774-4078 STATE OFrIDA Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS bESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER JAM' A'I71'WELL DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE N 12079 IS FOR OFICTHE ( ) UILDER TO SUBMIT A WRITTEN R.F.I. REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR D E: 2/11/19 SCALE: 1/4"=V-O" AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY 0 INTERPRETATIONS SHEET FOR I TERPRE ATIONS ' OF CONSTRUCTION it CTION BY THE BUILDER WHEN NO RFI s HAVE BEEN __ _ _ GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. {( p� Q 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) Al SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PS,�F 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: =160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.S5 EA. INTERNAL PRESSURE COEFFICIENT(GC_pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6, ENCLOSED BUILDINGS t0.18 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(FOOTNOTTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3, DO NOT SCALE. DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL WENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND - 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RffaPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE COOTRUCTION 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 PETALLED. 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 DESIGNBp 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 R3122.1 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 2D0 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 jj Y(RD17). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMES 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). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION.R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION 12017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y.-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 Y24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3, PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 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 AS DESIGN. GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING: - 7. ALL BA KFILL AT STRUCTURES, SLABS STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 6LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOTOCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 11, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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. . 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. - 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON. GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". 4, PROVIDE 6%AIR ENTRAINED T CONCRETE EXPOSED 0 EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI530/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 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES,. 6 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD. SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R6002.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH ®ROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN, REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL 61 OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). - 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO2.25INCHES (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 SH4I_ COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.42 (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.I. #5, W31 OR 031 AND SMALLER 9' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 3/.• D. BEAMS & COLUMNS: 0.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y: 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 AMANNER 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) R4D4.1. 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 BRANCHCIRCUITSUPPLYING 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. IMAM] M 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1 STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb = L100 PSI Fv =175 PSI E=1,400,000 PSI ' B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5 MINIMUM NAILING PER F8CR.6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM .2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8._ FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9: FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSBEXPOSURE-1 OR 5/8' CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING iD I FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11 WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR1/2' COX 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 2C 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. I�,i AS PART OF PROJECT, AS 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 AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15 TRUSS MANUFACTURER SHALL PROVIDE COMPLETE RO IDE COM E 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 ANSI7TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS. CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL.. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED. SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 16OMPH/D 2x6 STUD SPACING @ 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 R4022.3 OF THE FBC, 6TH EWTION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40)AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 ` FITTINGS SHALL MEET THE. REQUIREMENTS OF TABLE P2906.6.. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATyDE. 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, qTH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM YP PVC (SCHEDULE 40), INSULATED WITH Yd AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/"PVC (SCHEDULE 40), INSULATED WITH'1W 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 y" 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-G1063-1IA & 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 DETAIL, -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTWC1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N.1178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Desi n Gro u L L C 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ARCHITECT. STATE OF-FLORIDA , Y ^ 201�: ,^,P FE[�' DATE: 2 /11 /19 SCALE: 1/4"=1'-0" A R C H I T E I; T S SECURE STRAP A/C UNIT SIMPSON W5 ROLL 40'-0 TO GONG. W/ (2) STRAP OR EQUAL 5' 5" 101_0 14'-Z 3/1&'x2' TAPCONS 5' g'_2 24'x24'xl2' CONC. FTG W/ (3) "5 REBARS EA. WAY 3 1/2 THICK SECURE STRAP CONC. SLAB TO UNIT W/ (2) "8xl ON CHAIRS MIN 3' COVER (2-TYP) 1/4 SHEET METAL SCREWS J— —L� _ r A/C CONNECTION a4k TO PAD DETAIL n m 61 pi w w I — -3 1/2" 2 1 D PAVERS � P----� �LLCJL JJ k��IITe� i I I Dl SI - N I0'-01, 10'-011 12'-0' gp_O" v I' DEEP CONTROL JOINT} SAWCUT WITHIN 12 HOURS OF 0'-O' FIN. ELEv, CONCRETE PLACEMENT ■ I FIN. GONG- 81-45 I (TYP) `' Siii ■ 5A ii��l 0 7'-05'-10" CONpEhI$ATION — Iu--- N 3 1/2' CONC, REINFORCED LINE W/ 6'xb'-WL4 x WIA TO DI 61 0 ■ ON 6-MIL POLY ETHYLENE 5A -STEM U P A/C I 3 ■ VAPOR BARRIER ON 1TEPo IIIE pl 2ND. R W/H DI �t TREATED WELL -COMPACTED- - _ I @ — CLEAN FILL ---- FYA — — — — �WCIJ _ -5 I/2 I- r4=x4l-411 i i LAND i 0 2 Yd1 _ _ _ I I�\ /I �. 3'-0''v 8'-0" ■ 3'_io" IS 3" I 1' DEEP 60TROL JOINT r SAWCUT WITHIN 12 HOURS OF PED 1 ( CONCRETE PLACEMENT - m SINKI g" (TYP) 20'-0' 1 CN �t 2 Dl 3 --DI ----0 — p1 Cvi I c0 31/2' CONC. REINFORCED W/ 6'x6'-WL4 x a4 ■ ■ ■ ■ ■ ■ ■ ON 6-MIL POLY 0 D 1 ETHYLENE VAPOR BARRIER ON TERMITE ■ ■ TREATED ' *-3 1/2 I/2" I WELL-CLMPACTED b FOR PAVERS p 4A CLEAN FILL - D 1, - � c0 DI 9 -8 11 0 r 7 Q.. S 24 x 4 xi2 GONG. FTCx. W/ AVER 2 P l3) r5 KEBABS EA WAY I 8 �4 iA ON CHAIRS MIN 3 COVER F Le 4 ■DI v 1/2 0.0 PAVER ■ Dl ------ — EDGE LINE 0 WIN WIN d 24'x24'xl2' CONC. FTG. W/ (3) 05 RE5ARS EA. WAY ON CHAIRS MIN, 3' COVER 6'-10 2r_4� 10 -0 _8 40' -0" !I SCALE: 1/4 = 1'-0' ELEVATION "A' NOTE: A/C LINES FROM UNIT TO CONDENSER TO 5E RUN UNDERNEATH SLA5 OR OVERHEAD PER FIELD CONDITIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 \ODDOm0�00J SLTBDIV. 7LAKE OT:OAKLAND (LOT#4 MODEL 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA n* 4 19 JAM 12NfiWELL DA . /11/19 SOAL.E: 1/4" =1' — O" SHEET rI OF 9 ARC H I T I: C F S LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774.4075 www.abdesigngroup.com AA #: 0003325 �II�IIII �■�000 m��J SUBDIV. 8R, LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049 j 00001 PAGE: DOWEL PLAN L m ARCFiITE 'T. STATE OF FLORIDA DA . 2/11/19 s ALE:1/4"=l'-O" WALL LEGEND V-8' BRCS. LOAD BRG.WALL NON-B�� L-II LOTT S L_10 LANAI L-12 CONCRETE S 8 CLG. P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL LENGTH TYPE COMMENTS L-6 L-D L,g 23-SH NO. L-1 I I'-4' 8/28-S-1121/(I1L PRESTRESSED — — o L-2 4'-6' 8/12-5-1I)MOL RECE66ED 25-SH 25-SH 5068 SGD O i �:( — L_g o 84-5-MUMA. — L-4 8/16-5-(1XJ/NL L-5 5'-10' 6/24-5410(01 L-6 4'-6' 8/24-5-(l)1/(0JL CASUAL II O L-7 4'-6' 824-5-MUKOL DINING f a'-e' CO. I I KITCHEN sR4-5-li7uulx GREAT ROOM Lia'-a' CLG. L CLG. L-9 4'-6' 8/24-5-(IU/(0JL \ L-10 10'-6' 8/16-5-(L ML L-11 10140' L-12 10'-6' SAb-S-(Ixl/NL \ \ 4WST-4iiETt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 I'l'-4' MD-15AT PRESTRESSED L-2 4'-6' 8FF22-05AT RECE55ED L-3 7140' 8FI6-I5AT L-4 6'-6' BF16-I5AT L-5 5'-10, M4-05AT L-6 4'-6' SF24-05AT L-1 4'-6' 8F24-06AT L_g 6,40. 8F24-IBAT L-9 4'-6 M4-OBAT L-10 10'-6' 8FI6-I5AT L-11 10'-6' SFI6-IBAT L-12 10140' BFIb-15AT LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'Al i A R C H I T E C T S Design G ro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngrou p.co m AA #: 0003326 ilk 0 V E O C SVHDIV. 8c LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: LINTEL PLAN L i ARCHITECT. STATE OF FLORIDA - F ' n DATt:'&' 2/11/19 SC A#M `114"=1'-0" S ET ,3 or 9 0 S E LOAD TALES FOR GRAVITY, UPLIFT & LATERAL LOADS - - -- 6atr�' CmRAVITY OVERALL LINTEL LEIYaTH (1YPE 6 LINTEL) Q1fB a'B-� ISSN awl Mile c s OS 129E 101 '.699 535. �12-. 9119 2151 11V Was : IIT3 ]na It29 1160 090.. GPIs-m@ 5163 M. 2931 left 1651 B460 1a92 Ib% 124T afs0-mB 66®T 40s® else 2860 let" I 3m31 ]205 '2w4" aOeo 0FR4 08 0054 596 4616 3113 2549 OTOI l 369➢ Nab 2111 SFis-08 93mP 'ISSN 540m 36Cb 30� 2I - 3el 2" 2163 eF3]-08 Im35 mil 6224 4]49 :3410 <. 0061 360 990I 1536 21-8'A03-6'(FRECAOD :331 3'-T404'-m'(P.ffLAOD 'se Or 4'-1' TO 4'-&' (P!OECASD 4'-1' TO W-4' (PrgCAST) 5'-6' TO 5`10.'FREOAVT) 106] 9m0. I. W-ll•TO 6'-b'(FRELAST) b'-T'TO T-6' (PRECAST) l'-l'TO 9'-4'(FRECASV 954 9'-5- TO 10 6-{PRECAST) 416 5N N5 1366 1546 2423 3121 4m06 10'-l' TO)I'-4' (PRECAOT) w] 540 '519 R54 I6Bq Ili w93 a805 2316 3662 M3 it -a- TO Q'-O' (FRECAST) 331 411 l55 015 1426 1sie 12'-I' TO 19'-4' (PEECAOT) 296 qa4 _ _ 106 1002 1326 Ib9l 112, 2630 O.-5' TO 14 -0. (Ffd'GAST) 219 NR } NR NR NR NR NR 14'-In TO 14'-S' (PRE01RE80ED). NR NR NR fi NR NR w a. NR NR NR TO IS-4'.(PREO'nE59ED) NR OKI h hR NR NR NR IS'-5'TO 17-4-(PREaTRE56ED) NR NR rvR NR NR NR NR NR I11A`T019'-4'.(PRESTREBSED) NR NR.' NR NR NR NR NR .� NR 1I TO ]I -A (PFEBTIRE"ED) Nle NR NR NR NR '+Ra �He F �T NR 21'-5-To (PRESTRESSED) NR NR T NR y NR NR NR ]]'-I TO 24 .0'(PRESTREBSED) NR NR NR ' I SAFE LOADS (1-55/1FT) e" PREGAST U-LINTELS 4IMST-4494TI LINTEL SCHEDULE' TABLE No. it 'SAFE WORKING LATERAL LOADS (FILE) _ 8" X :8" LINTELS LINTEL - SAFE LATERAL L0405 LNTEL SARIATERAL LOADS I. (PLF) (PLF) 0' D00R B' DODR i°lal 8'xB' B'x0' HEADER Tole( Len ur T e HEADER Legfn TyR° RAIN SOLID 5 P IN SOUP t-10'' Preset. QV5 3564 3'-B' PraeeC Jn2 7011 3'-6' Reset Has 2319 4'-0' Recast 990, 1611 I MATIV RIALS . : st lintel =.4000 BI f'c e' precaiD P 2. f'c r "Tressed lintel 6000 ei : I es P P_: 3. rout eeA9TM G GA16 T' =3000. si w/. P 9 P maximum 3/8 Inch a' re ate:4 8 to II Inch '1 99 .9 alum p: 4- Concrete Masanr Units (GMUJ par A51M y Stye wlminlmS not area'comprasslve - : Strength a 190@ BI ' 5. Rebarl' w ASTM A615 erade 60 6. Prastr' ssin strand' per ASTM 4416 grade 9 p 2101o�relaxation - u1 1- .Mortar par ASTM C210type M or S NEIRAL NOTE:: .. 4.0' RereM' B44 1614 d'-1' etas R t Sal B21 4 6' R ecAa 638 1166 4'-4' Recast i05 Via 11 4-8. Reset 5B6 1163. 4'-8' Reset 659 1165 5 4 Recast seeI. -. 5 8 - Recast 650 IMI 5'-10' Resat 543 105.. 6:.8. Retest 504 964 6'-4' Retest ➢3A: Iw4 1 6 Recast 411 1 TO 6-b Rer2et 62 ' IaBB B'-6' Retest 356. 664 { b-0' Rai 5,8 Dn 9'-B' Racer 1¢6. 935 111. Recall 446 %B I T'-e' Pr steel 415 �4 3Bl 614 0'-4' Reset35492 9'-4- Retest t'211 583Gx 453 TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL T'PE LNTEL STEEL. AFILLED G MITT CAPACITY (LSL rm3�u GRAVITY CAPACrcY nnL nnu UPLIFT CAPACITY Al. (Irsu IIPI.IFT CAPACITY nnL rzxu 80i1CM BAR TOP BAR GRA Vitt caPActtr tm 6 PRECAST (2)@ IV 4245 lece la09 8529 � 3 6 ? PRECAST (W9 al `2 2415 3B31' 3031 'IBIS me 4'-0' 1'-8' PRECAST (2) `2 CIA 1103 1111 ml 33M 3386 4 6'; V-1• PRECAST (2)ti : (3)9 B43 265 Use 2606 1608 4-W 3'-4' PI2ECA6T (2) 1? : (2)9 U32 let 201 2421 2421 5 4 4.O' PRECAST (W9 (W9 bmb W l -W51 IBb: W l 5 % 4-b' FNECAST W`5 Wn 850. 14a3 W13 1410 lam 6 4 5-0 RECAST GIN (2m l40 *0 UO3 11i6 NO3 b 6 9-P FRECA9T (W4 (2)9 TO Q32 P32 INS INS 6 B 54' P�LAST (2) k 2)Z - 501. 11Set ISSN 091 12 es l6 FRECAST (W4 (OUR Sal %I 95 1041 18 0.4' PRECAST (elk.. 518 909 %9 IN 112 ION 8 0' V-4' 6'-B' PRECAST (114 C)S - (]19 518 902 902 111 984 0 4 T:0' PRECAST (elk (])9 46B 851 851 bo T7 9 4 &I 'PRECAST :(1)4 (2)R 46 126 IX 4% 190 106 9'-2' PRECAST 0)4 (2)9' 354 file, SIB 3Bo 673 II.4' lime' PRECAST (2)5 (W9 315 Sal Sol -3n 601 12 0'. ro'-B' PRECAST" (2) is (129 2% 525 525 211 $61 D b II'-Y PRECAST: G)5 (2)9 2T 498 4% Sn 512 D 4 D'-0 PRECAST CIS (W9 e5 4% 458 2U 442 14 0 W' V PRECAST 0)5 (W9 2n 430 AM 190 3% U-s W-4'.. PR`c6TRE86ED (2) 111 Cvt? KR 4B 416 230 446 U'-0' PRESTREfiBED 0)k (W4 KR 319 319 210 M1 f14' SS.V P1,071€65ED' OU4 (2)1 RR. 208 288 163 3n B'•4' B'-m' PRE6'fkE66ED (b5 M-3 NR 224 44 '. 191. 254 207.V 16'-8' - PRE5iRg99ED (2) 5. 0),3 NR . 201 2m1 D2 131 21.4' 20b0' PRESTRESSED 115 W-3 NR IT ITS. 101 100 22.0' 20'-8' PR€OTCEsmm (1) 5 @1$ NR 164 164 Wm I% FREbri ESSED (W5 1319 NR D1 1 132 1 84 63 II'-4' Retest SO 620 1 Kk- NOT RECGrf1ENDED 1. Provide full mortar bed and head jo':r-c. 2. Shore f411ed Ill as required. 3. Installation of Intel must comply with the archit lgactural and/or structural -documents. 4. U Lint' is are manufactured with 5 1/2' long note s at the ands to accon`'modate vertical OBIT r Inforcmg and grouting. 5. Rater mince the CAST-CRETE Load Deflection Graphll brod•ure For lintel deflection information. 6. Bottom field added rebar. to be located a the ! 1�. 111' Recast W4 549 ''.. '.. _ Q'-a' Reset 43 5'M 13.4' Reset IOU AN 14 -0'. Rarest 99 391 I.S. Reeael NA 341 B'-4' Freeveeeed uA. 3m1 n'.4' Ravaeed NA 26 bottOil the lintel cavity 1. 7/32' diameter wire atirrups are welded to the bottom steel for mechanical anchorage. I , 6', a.: t-place-place concrete may be provided in - - cap(IAsite sonry lintel In Ileu of concrete maunite. ,,.. - III „ 19'-4' Rss a be NA III 20'-0' Reevaaad NA R9 "._4' 9'-A' Raveeeed NA 131 9. Safe Toad rating based on rational design analysts per ACI 318 and. ACI S30 10. The'exterief surface Of Ilntels installed In . 23'-4` Rawaemd NA D0 14'-0' Ravaeed NA 93 exterior concrete masonry walls shall have a - Of stucco applied In accordance coatingpp with lSTPi C-296 or other approved coating, II. Llrtelt. loadedsimultaneously with vertical 1, 1 NR Net RecaonaNed (gravity or uplift) and horizontal (lateral) «W 1 UPLIFT LATERAL O_E L LINTEL LTr_ a'6-IT ORI n ".r ane ir BF]a-IT aF]8.n Br32-IT &,9 are RCMIJ OF LINTEL) (TIME 1569 2695 : aG4 4394-. 5265_ 6132 1001 1sea 2105.. Sabo 3BB Asia 83% bm19 1=5 1024 less 1.5 11 Des 3'-T TO 4'-0' (PRECAST) Oen 2"0 ?Tml 931 4049 4111 5319 rS 591 1013 4'-1' TO 4'-a' (FRECAST) 1016 Ills 3]lb ]B36 +999 3961 45?2 411 411 T43 4'-T TO 5'-4' (PRECAlIT) Iw1 ]m&3 2893 3101 %2m. W93 NO 339 616 T05-Im'..(PRECA5T1 1 B85 1g0T -IB6B %]9 a180 3?51 9TI] 50, 121 490 5.11' To 6'-b' (PRECAST) 121. 1.5 b24 1=5 2426 2WI - : X20 414- 534 bse &'-T TO T-6' (PREOA4D be 1. IU 6 1414. 1.0 201 ` 3500 326 512 230 l'-1' TO 9'-4' (FRELA9V SAO 51, V II" u61 1136 `. 2011 284 401 180 9'-5 TO 10 -6. (PRECAST) 474 604 so IP37 1214 ISO 111 2.0 452 154 10'-1 T011'-4'(PRECABT) 410 aye 124 93B 1159 lose se, 244 402 157 II'-6 TO I2'-0' ffRECABT) 41B 32s @0l TW w4 Ill13" 211 324 IN, 12'-I' TO 13': 4' IP,EGABT) 88( Sea 205 393. Imm 13'-B' TO 4'-0' (PRECAST) 23,:. 394 9?0 612 =5 S76 1Di - Me 284 51. 14'-I' TO 14 -B' fPRP0TRE66EO1 NR 2" B3 224: so 440 SIT 169 911 Wb4 14'-9'T015-4 (PREBTREBBEP> NR 194 64 161 .. 963 4os 821- 635 .T%.. sni 15'-5 TO IT-4'(PR£OTmilee! ) 14B 92 162 229 345 44T 511 Slit : 14l IT-5-TO 19-4'(PRE5TRleie! 142 204 30l 393 400 568 ' 656 NR 125 42 19'-5' TO 21-4' YPREBTREbSED). 191 19l 2% 319 46] 946 630 116 4m Vr 5' TO 27'-0' (FRE&TRESSI D) He SO '24 115 261 14 41. 492.. 961 N.-I. TO 24"0. (PRE5TRE56E4) I 6"PRECAST W/2'RECESS DOOR OVE LINTEL LENGTH (TYPE OF LINTEL) BRIM 6 I 3'-6' TO 4'-4' (PRECAST) W95 W 4-4- TO 4-6 (PRECAST) 1494 9 4'-1' TO 5 -B' 2PREGASi) 866 a 5'-9' TO B'-19' (PRECAST) sic g 6'­a' IFFECAST) Tel , 6_eTO 'TOl 6'(PRECAST) 069 4 1'-1' TO 9'-b' (PRELAOi) 411 4FE LOADS (LB5/FT) CzRAVITI' loads should be checked for the combined loading with the following apuation: A, RII21i d Verb I I ado Acol ed hor-zonAl load $ IPY Safe,veryical load Safe horizontal load 12 Addi iOrl :lateral load capacity can LXS - obtal4ed by the design by providing additional reinforced concrete masonry above I T C III the Ilntel. See detail at right: LOT 1 V CONCRETE RO, BOX 771255 'm4B00ps1 WINTER GARDEN, FL 34777 PH, (407) 656 2112 SEE SAFE LATERAL LOAD ;4z 5 FOR LOAD RATING CZ ADDITIONAL REINFORCED CMU FULL COURSE • * (3).}5 REBAR I ytm'GR40 or GR60 SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch 1. For compoelte lintel Mel hts n t. shown, use safe r •� � 01 •. � I- b ing. Exception: Safe loads for unfilled load,from next lower Ight s own LO Ii. be reduced by 20Rr`If bearing length Is B For I' ®is lengths not Mown, use safe load from. b than 611/2 idles. next:q lest lengthN, - w NK :: 2. N.R. - Not Rated e, Alheafe loads in units .f pounds per s linear foot 3. Safe loads)are superimposed allowabie,lo-a 10... AII'6afe loads based simply supported 5 4. Safe loads based on grade 40 or grada'b" lAiii(d 'span. '. 91 railcar. '- II. The number in the the p renthe#eis Indicates the 5. One °1 rebar may be substituted for two e5 rebar. percent reduction for rape 440 Feld added In 8' 1 ,only rebar- Example 1 -b' 11n el type 8F32-I8 safe nw may evaluate concentrated (cads gravity load . 6412mu / 15% heductioa 6412 „-. he safe, to tables by calculating the (g5) 5501 plf POP! maximum reeistin wit and &hear at d-away from face of sN r ppmrt' ,M-.... - G _� °S 'L3AR AT TOP TY LJ- D4�5 f GNA �h QN IN'�(I�REGi:� a. ° ° -V2' LEAR F _ FILUE� WITH GROUT / U = UNFILLED " -QUANTITY OF S REBAR AT � = A . . C.M.U. F .. BOTTOM OF LINTEL CAVITY Q -I '� - a, yyryry�� 1 /®� 1 t}�ry� 1 �/� ->�,✓ �, I1•�/ GROUT t(1 Q 4 _ S REBAR AT. BOTTOM (-QUANTITY OF S `9 REBAR AT TOP • 4 • OF LINTEL CAVITY ' l 15 12, $ 8-S-(1) i5/(0) #5 8 6- 1 5 0 5 _ - NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL - ' [V/I�-1 -11 V/11 L, No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY m' 121`•B' PRESTIE&9pD 'lT78* '!� <v$ I 104 I Iq ' REINFORCING x`SC €ITC+AD'6A1At`aL11 SAFE WORKING LOADS (PLF)` : 8" X 6" LINTELS LH1EL L NEELMON G bP AR '" LINTEL TTFE LINTEL STEEL P•AM CAPACITY GRANS OiLiA r (05L (U5u LA3NI G L (A B01tOM BAR TOP BAR 6 -Y' PEUaT 1)9 De Sea 44' 2'-e' FlECA6 } rW9 1131 14% ,6• 3'-2' T (2,9 B,9 151 d B 3'-4' PRECAST ( 806 ba a 4. 4''V PRECAST ( (2)12 CIA 659 %e 5-10' 4'-6' RECAST ) (WQ 51 Ee9 ' PFECA6 494 741 b'i' ItV PRECAST V14 1,-416 119 PRECAST 111.(]1$ d6B 693° e-a 1'11 PRI rDa SIR , e ma PRECAST )<- 8-0 6-e' RECAST GPM (US %3 536 B-4 ,-0' Pf£CABT 2 E .. a34 501 ( 10.6 9'-0 PRECAST CA 245 311 II 4 m'-0' CAB f]1 (219 B 34B O (119 D b II'•2• I'T MILE PREcasr. 1 Ism ISO 743 aa3 13 4 Ir-m' PREc4sr 151 I9z Ili-0 '-e' PREcasr rv5 lab Ism NOMINAL HEIGHT BIOTTO :RE INFORCING 1-5/5'ACTUAL PRROYI ED IN LINTEL NOMINAL WIDTH ( ARIE5) GENERAL NOTES: 8' NOMINAL WIpTH i. CODES. ' I.I. 'RESIDENTIAL,6TH EDITION (2011) SECTIONS R4022 4 RI FLORIDA BUILDINGCODE - FLORIDA BUILDING GORE RESIDENTIAL,. (TH EDITION 1901.2 4 2101. 13. E (ACI 31 BUILDING GODS REQUIREMENTS FOR'REI C CONCRETE (,ACI ]A. 1,4. R allI). (ASG 1.10). OTHER STRUCTURESE 9 M NIMLIM SIGN LOA 5 FORBUILDINGS. AND O ER AMERICA MINIMUM LOADS AMERICAN SOCIETY OF CIVIL ENGINEER L DE ID 1, CONCRETE 2.L1 T AT CONCRETE COMPRESSIVE STRENGTH A 2.1.1. T PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.1.2. PRECAST MA 6000 PSI I .. 2. A6TM C416 3 00 PSI W/ C416 - 3000 PSI. W/ MAX. 3/e' AGGREGAIRE, e' TO II' SLUMP. GROUT PEREARS; - 22. 'REINFORCING BARS=. N 22.2 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ISIS (GRADE 2, 0). K (PLACED IN FIELD) ASTM A615 (GRADE 40): ' STEEL IN LINTEL AND KNOCKOUT STM 2.3. 6 I -WI 5 RELIEVED 210 KSI 'PRE STRESSED STRANDS AATM A416 WITH ' - 24 NCE ACI DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 25. CONCRETING OPERATIONS. 5HALL COMPLY WITH ACI STANDARDS 3, MA50NRT:. 31.. DE5IGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 32 - MINIMUM MASONRY UNIT STRENGTH: F'M 1500 P51: 33 MORTAR SHALL BE TYPES STRUCTURAL, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF e' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING COPE RESIDENTIAL, bTH EDITION 12011 ), SECTION R606.14 OR FLORIDA BUILDING. CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 _ •4. (1) #8 CONTINUOUS )-(1) �18 CONTINUOUS •N•: b+: •• 4• 316 �8`X78' KNOCKOUT BLOCK 313r REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ELF) 8 X 16" COMPOSITE LINTELS CLEAR SPAN LNTEL TYPE LINTEL 5TEEL GRAVITY CAPACITY r0)5 (Ih'11 L GRAVITY CAPACITY (115L r115u uPLPT CAPACITY (115L fIY5u UPLIFT CAPACITY (1,5L (a19u 50r(011 BAR TOP BAR -6 PRECAST 1-2' PRE T (W9 (t) Seat 10000 Iall Im0m0 PRECAST (1)7 10000. 013910090PRE t4�.5' T (D9 - @)7 MH 32N 9Wt 6591 10000 V' 4' . FIe GAIT n) 9 (I) 2544 NI4 6049 VIDEO 4-V' PRECAST 019 ( 4823 64el 4411 TNT 4'.b' RECAST (2) 9 () 3W3 50B 360c, 54M 5.0' CAST. (Vk ill 15 ❑ S5.1.RECAST 2 4411 (2)9 393d 3934 205 4B15.Feel Mix (t/4 (W1 311S2SlIt511 2055 3919. l 6 V.I.1' FREI Al291 29n 11 3050 t 0 6-4' M-4 (2)•4 (2) 1 (W4 4,96 20 2 2131 80 -6'B• C48T PRECAST (2)R 2581 2681 in n54 Seek 11 1-0' PRECAST C)% (2)e4 (2)e 15os 9 4 9-0' PRECAST See 1621 Sea Q% D35 055 b 6 9.2' PRECAST G)k (D'4 a)q (2) 1621 lbr - Ilia W% 1114 dl' V P cCMT (2)5 (11 1455 Kila 1455 1% E04 Q' m I0'.0• P T. (W 5 GU S 13 5 We - 69T We 11' 6 II-]' PRECAST (2)-S lei I%1 634 D90 I3 4 Two' pev: T CIS (W9 IIM 1144 N5 Me 4-0 <I.." PRECAST (W5 (W 1101 eis lies aD 14-8 57.4' 97RE si (7)4 (W$ 919 419 451 902 15 4 U'i0 FRE9IFE (V4 (2) 291 291 0 fit 11 4 W'�0' 671E SED (21.4 (3). S% 9% 325 641 19 4 b'-0' PRE6 ED (115 t T ,% 11V 513 20-0 I8'-8' PE6ifEBeED (W5 t1) T19 23 4a9 21-4' D0-0' 6iItE%E (a)5 lW$ 63 63: 113 4 21-0' 20'-8' PRE6TRE85ED (W5 '. q) 591 591 4 2A.0' 22'.8' PfEBTfESBED (1)9 f2 4Bl 4B1 16 30 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LWEU ENG'IW GEAR SPAN LINTEL TYFE LINTEL 97EEL D.PILLED GRAVITY CAPACITY GRAVITY c4PACITr (V5L eo9u CRAvItt. CAPACITY (U5L (IY50 uPLIR CAPACITY (InL (115u IIPFT CAPACPY (I1•A (W5u WEE BAR TOP BAR Y-8 1.4. T 2 (2 w0 W W9 II34 1234 4'- 2'-8' PRECAST CP12 rW$ IBI 925 W25 SO Iw3 2,0. PRECAST CM (2)9 104 D10 B10 ITa 11B W' 8'-0' CAST G)n (t)4 963 Q10 tl3m 13% 1596 4'-e 3'-4'. CASs (IJ9 (3)'2 1081 111 1396 396 5'-8 4'-4' RECAST GIs 5% Me, 846 1003 I01 6'- 5'-4' CAST M-4 1 48B - b% 693 660 l°0 PRECAST (W r4 (W 315 Sea 3aa 488 641 0.8 T=4' P(ECASi (W 4 316 4Bm 480' 3t5 9'-6 a'-4' PRECAST (2)k W 213 415 415 IV 41, -'_- I W<.1F•4� _tnnn PRI rY CHT I _� • TOP BARS: •' Ni SEE SCHEDULE •' ` (1) #5 CONTINUOUS r E ' 32' STIRRUPS AT 4'-0' DD (TIED OR WELDED). BOTTOM BAR SEE SCHEDULE (PRECAST) IN. g MIN. 15• 8/16-8S.-(1) #5/(1) #5 PRECAST -e'X18' KNOCKOUT BLOCK t•„: TOP BARS: •; .} .SEE SCHEDULE t4. (1) 0 CONTINUOUS � rem STIRRUPS; T 4'-0' ccy TIED OR WELDED VOW PRESTRESSED CABLE * nw 8/16-S-0) ii5/(1) #5 PRESTRESSED l(am r • rt• .:4•. .. ♦ 4' .a4• `4 I =x•t •. 4F 4 •• eM41 erW to 1OrtU I . TABLE No 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 14" RECESS DOOR HEADER LINTEL LSNGTH GEAR SPAN LINTEL TYRE LINilL B1EEL GRAVITY CAPACITT (OAL (I1.SU GRAVITY c4PACIM n15L (II'511 vfl.IFi CAPACTY Ill UPLPT CAPAdTT (IP51- C5J Bonrom EAR Top BAR 3'-8 2 4 (W P 20 10000 9 % 4'-V 24 IPRECAST (1)R (81 M51 10 IA 100e0 4'-2- TA ''. FFE T (W•2 _(2)4 330E SI56 6a/ Will 4'-O 3'-0Fill (2) IS 0)5 3 613E %66 4 e 3 4 .PRECAST (VI (f)n le 6231 5B0 1216 5'". 44 LAST (W9 %141 : me 327 �2 _ _ b'-8' 5.4 IPREGAST /11e4.. (2)9 Pee: 2138 :2259 2895-. 1'-8' 6'-4' PRECAST (W-4 1 2 5 21mB 1645 2219, 6'•e' 1'-4' ':.PES545T G)14 2 Wil me 1242. n95... _. 9'-1. 8'-4' P/tELAST (2)k 15W 14w 914 3J3. ape, 8/16-S8/16-S-(1) 85/(1) #5 8/14-S-(1) 95/(1) 0(11#5/(1) 0 32, ma M..• -i st. 41• A R C H I T E C T S Des"PL n G YouLC 1441 N. RONALD REAGAN BLVD. LONGWOOD FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdeslgngroup.com AA #: 0003325 r L00000�ODOJ 111111111 m SQ.FT. CAM'S IST FLP, LIVING 2NID FLR. LIVING S20 1,215 SQ, FT. SQ. FT. TOTAL LIVING GARAGE ENTRY LANAI 2,I95 444 50 100 SQ. FT. SQ. FT. 60. FT. SQ. FT - TOTAL 2,1815 SO. FT, CUBIC VOLUME LIVINGI8,204 SQ. FT. WALL LEGEND 8'-8' BR<s• LOAD NON-BRG-., WALL COAM'ONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL • SOUARE WIN./DR WINJDR SIZE ZONE 160 MPH WIND FOOTAGE DESIGNATION WIDTH HEIGHT 1 112 16'-01 x 11-01 OHGD 192' 84' 5 233 / - 283 2 20 3068 DR 36' 80, 4 26.4 / - 26.1 3 24 35-SH 54° 63' 5 26.1 / - 33.9 4 33 25-SH 38, 63, 5 26.1 / - 352 5 33 25-SH 35, 63, 4 26.1 / - 29.1 6 42 5068 SGD 14' 80' 4 25.1 / - 21.4 1 ID 23-5H 38, 38' 4 31b / - 343 WIND DESIGN CRITERIA A. E5ASIC WIND SPEED MPH (3 SECOND GUST) VULT=1&0 / VASD-116 MPH 131 INTERNAL PRESSURE GOEFFICENT=+ .I8 C. RISK CATEGORY•TYPE it EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLY THESE PRESSURES TO ESE MULTIPLIED BY 0.6 TO MEET THE AL6OWA5LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 10'-01 II � 5: — I LANAI I (p - 6� I OO ( I 023-844 ----- 25-SH 25-SH I 5068 SGD bul`. I II SINK i ( II I I CASUAL II GREAT ROOM I DINING '� II 15'-8'x 15'-4' 0 a I I I KITCHEN O Q N Q @ 42' KNEEWALL u 64, CLG. \ W/ WE). CA \T 21'-0 . 7-.... C 5 .211 2 60 il'-4° it L5W. N_QR_e 1'-4' 71 UP ' DBL 4.1 ro I yHa I I I a �■ � 6 STUD m �0 m LBW. --- C ALL m T LE3U1. LESU 'I ro DBL �r 2x4 WOOD FRAMED a 16' or — CABINET SECTION 0 FLEX RM. II'-0'x 12'-10' V-a' CLG. ■ s 35-SH ■ O I I PWDR. STUD O C I TS'-10" 3'-6" 4'-4" .. PED ®II III II FOYER II I 2-CAR GARAGE 19'-4' x 21'-C' O dp 8 8 8' CLG. I 10`-4" ENTRY I — — — — — — — _ — — LINE OF SECOND FLOOR A ---------------- A` O 16'-0' X 1'-0' OHGD 1'-4 2 _4n 71 FIRST FLO OR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' 0 N N ■ I HB R 2'-4" A R C H I T E C T S /rDusigLL p" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdesigngrou p.com COMPONENT AND CLADDING WWD LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 4 SQUARE WIN./DR WNJDR ZONE W MPH WIND FOOTAGE DESIGNATION WIDTH HEIGHT I 15 3051-SH 36' (01' 4 26.9 / -292 EGRESS IA 15 3051-SH 36' (01' 4 26.9 / -252 EGIRE% 2 8 2040-SW 24' 48' 4 21.6 / -30.0 3 31 f 2EGIRESS H 12' 61' 5 25.6 / -33.0 4 15 EHGMSS 36' (01, 5 263 / -355 5 15 3051-SH 36' (01' 4 26.9 / -292 ECsRESS, TEMP 6 15 �9S 36' (01' 5 26.9 / -355 15 307E1-51-1 MP 36' 61' 4 26.9 / -292 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASDP116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .16 C. RI5K CATEGORY.TYPE 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING: PRESSURE ARE BASED ON THE VUIt DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. HANDRAIL • 36' (2) LAYERS OF 3/4' PLYWOOD OR 3/4' \\\ SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 3/4' TIG SUB FLOOR GLUED 4 NAILED PRE-ENG. FLR TRUSSES SECURE 2xI2 STRINGER TO SOLID NAILING: W/ 12d NAILS TO BE NAILED FROM BACKSIDE (3) 2x12 STRINGER5 3/4' KICK PLATE 2x4 REINFORjINs • EA 2x12 STRINGER SECURED W/ 126 6'-B' O.O. 2x4 PLATE STAIR SE_C_TION o A R C H I T E C T S 1 Desi ',n 000oGrou I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ST.TBDIV. 8e TAT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA DA : `2/11/19 S ALE:1/4"=1'—O" SHEET 4. 1 9 FRONT ENTRY/GARAGE ATTIC VENT CALCS AREA OF ATTIC 102 SQ.FP. NET FREE VENTILATION AREA REQUIRED 41 150) 0.68 SQ.FP. REQUIRED VENTILATION AREA (0.68 x 144) 97.9 SQ.IN. SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 9 IF PROVIDED LF OF SOFFIT VENTILATION 38 IF ATTIC VENT CALCS AREA OF ATTIC 1314 SQ.FT. NET FREE VENTILATION AREA REQUIRED 4/300) 4.3B SQ.FI. REQUIRED VENTILATION AREA (4.38 x 144) 630.7 SQ•1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 630.7) 315.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENI' SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2.74 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 315 1 SQ•IN• REQUIRED LF OF SOFFIT VENTILATION 27 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS EA OF ATTIC I00 SQ.FI'. NET FREE VENTILATION AREA REQUIRED (1/150) 0.67 SQ.FP. REQUIRED VENTILATION AREA (0.67 x 144) 96.0 SQAIN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 9 LF PROVIDED LF OF SOFFIT VENTILATION 30 LF ROOF 5HINGLES (TTP) 12 5 16-0 3/4" BRG. HGT.bIS'-0 3/4" BIRD, HGT, IT-0 3/4" HDR. HGT. _ Il'-0 3/4" HDR. HCxT. 1'-0" YTYP) SCORED LINE (T7P) irs ail SOME m -SCORED LINE TEXTURED CEMENTITIOUS COATIW3 PER (ASTM own 11 on NONNI .011111[i I -0 3/4" ZND FF. 5 ---0 3/4" 2N p F:F. o8'-0" BRCx. HGT, IS'-p 3/4" BRG, HGT.k,_ _ 1-l'-1 3/4" HDR. I-6T.l11-01, i 3/4" 2ND FF. 8`-8- BRCS. HGT. Y - TEXTURED CEMENTITIOUS COATING PER (A5TM C926)(TYP) C'-a" FIN. FLr1.� - �� �1��TT N SCALE: 1/4 = 1'-0' ELEVATION 'A' —ROOF 514INGLES (TTP) 12 5 OFF -RIDGE VENT 12 TEXTURED CEMENTITIOUS' EJ c COATING PER lA5TM C92(0) (TYP) 012 IS'-0 3/4" BRG,191 i'lHCsT. I-V-0 3/4" HDR. HGT. ill -oil _olo'-0 3/4' 2ND F.F. BRCS. HGT. G -S HDR. HCzT. —TEXTURED CEMENTITIOUS COATINCn PER (ASTM C92b)(TYP) 0'-0" FIN. FLR. - - -.- - - - - - - - - - - - - - - - - - - - - - R E R ELEVATION 1 SCALE: 1/4 = 1'-0" ELEVATION 'A' A R C H I T IE C T S AwAw AV Des i n /rGrot rLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com ee a. nnnzn0a E O V �SUBDIV. & LOT: OAKLAND LAKE (LOT#40) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 WAGE: FRONT & REAR ELEVATIONS ARCHFECT: STATE OF FLORIDA DAIIZI 2 /11 /19 S34EET 5 OF A 18'-0 3/4" 51;PGz. HGT. 3/4" HDR. HGzT.� ---_- 5 I0'-0 3/4" 2ND F.F.h --- 12 1'-0" HDR. HCzT.h -- -� 0'-0" FIN. FLR, 12 5 12 5 OFF -RIDGE VENT ROOF 6HINGLE5 (TYP) 12 5 _,CI0'-0 3/4" 5RCs. HGT. _-- jell'-0 3/4" HDR. HGT. -- _---- __ --_—_-- _—_-- 1'-0 TEXTURED CEMENTITIOUS' COATING PER (A5TM c132(o) (TYP) _Iz , 5 ------------------ ------- --- - --- o10'-0 3/4" 2ND F.F. i — oa'-a" BRCS. HGT. WS. -------------------------- -- - - - or 8" HDR. HCsT. 1'-0" TEXTURED CEMENTITIOUS' COATING PER (ASTM � 5CO SGOREp LINE C C92(o) (TYP) � S ------------------------- - - 00' 0" FIN, FLR. ROOF SHINGLES (TYP) LEFT E"LSE T1 SCALE: 1/4 = 1'-0' ELEVATION 'A' 5 OFF -RIDGE VENT 18'-0 3/4" 5RCs. HGT. - - 17'-0 3/4" HDR- HG - — - — - _ — - — - — - — 0" TEXTURE[) CEMENTITIOUS' COATINCa PER (ASTM r C926) (TYP) 10'-0 3/4" 2ND --5- 6" - — - - — - ------- ------ — - — - — - — - WS. 61-8" HDR. HGT. SCORED LINE TEXTURED CEMENTITIOU)6 (TYP) COATING PER (ASTM C926)(TYP) 0'-0" FIN. FLR.h - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - �— RlT E"LE TI SCALE: 1/4 = I'-V ELEVATION'A' —_-- .CI0'-0 3/4" 5RCa. HGT. - — Y ----_---- j I17-0 3/4" HDR. H4GT, 0, 5 �10'-0 3/4" 2ND F.F. _ �8'-8" BRG, HG;T. NJ -0" Y HGT. -- --�-I - y0'-0" FIN. FLR- C— Y A R C H IT E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I E V c. O m L 01 [SLTBDIV OAKLAND 7LAKE(LOT#4 MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT: STATE OF FLORIDA E 20 DAT 2/11/19 SC :1/4"=1'-O" SIAEET 5. 1 OF j E V c. O m L 01 [SLTBDIV OAKLAND 7LAKE(LOT#4 MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT: STATE OF FLORIDA E 20 DAT 2/11/19 SC :1/4"=1'-O" SIAEET 5. 1 OF j C o l tl l tl E C T R SCHEDULE CONTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 1450 HTA I6-18 1400 (1) led a I In" 1-PLY, (6)Ilbd 2-PLY, - (USP:.(10) led X I In" NO 16d OPTION) l21 META-16 I985. 2 (2)HTA 16-18 2500 (10) locix I In. I -PLY; ( op: (10) 1" x I.In.) - 1900 (14) I66 2-PLY eUSP: NO IBd OPTION) HETA-I6 19TO HTA IB 1615 (9) led x I In. I -PLY, (8) I6d 2-PLYUSP: (10) Iod x 1 112, NO 16d OPTION HETA-20 810 HTA a0 1615 -1 FLY, PLY USP: (10) 10tl x 1l2°, NO 6d'OPTION (2) HETA-20 23S (2) HTA 20... 510 (to) led x I In' I -PLY USP: (10) led x I In. 2500 (12) Ibd 2-PLY 1 (USP: NO Ibd OPTION) _. Z LGT-1 2150 LUGT-7 1915 (1) - II x 2 I/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WE, WOOD (16) led V) DETAL-20 " 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 065) - led x I1n, 1 PLY _ _ _ Q MGT 3965 MIIGT 4000 (IJ 5/e' ATR IN HIGH STRENfdH EPQXY (MIN. 12' EMBEDl• (2D IOd TOWOOD (USP (28) 10d TO WOODi HST-2 + I098P1 HUGT-2 9365 (2)3/4' ATR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD' (U8P WOOD (8).led) _. HGT-3 r 10530 HJGT-3 9366- /233/4'A.TR IN HIGH ST NGTH EPDXY (MN. IT' EMBED), (I6J I0d TO WOOD {UBP WOOD (B) 10d1 UGT3-51C628 5265 LUGT, 5350 (pl SDS I/4'x2 In' TO GI DER (4)3/8' x 5' TITEN HD 10 WALL (USP: CONC. fob 3/B' X 5' WEDGE BOLT WOOD (12J LL1525) LTAR 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) led x 1-In' /USR (10)10d x I in. vGT 4940 NO USP CONVERSION FOR: SIMPBON VGT !U 5/6t ATR IN HIGH STRENGTH EPDXY (MIN I2' EMBED), (16)-SOS I/4'X3 TO WOOD (2I vGT 1165 NO USP CONVERSION FOR SIMPSON (2) VW) (2) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5DS 1/4'X3' / 2 PLY MTS-12 1000 - MTW 12 1595 (14J 100 x I IR' (1.16P:.(14) led z I In', (14) led) HTS-Ib )ISO HTW 16 Ifi60 (16)106 x I In, (1.15P: db6 led x 1 In', (I6)10d1 HT9-20 1450 HTW 20 2045 54) led x I In' P- (USP: (24) 10d x 1 in',. (20) III HTS-24 i450 HTW 24 2e45 (24)led xI Il (USP:(24)10d xl In, (20)led) LBTA-12 . 925 LBTA IT 910 (Io) 10dI USP: (10) led LBTA-IS .+ 1235 LStA IS 1360 (I4) led USP: (14) led II META-18 .. 1315 MSTA-15 '. VS (14) 10d - - USP: (14) led STA M 24 a 60 M BTA-24. 1150 (IB) led USP: (IB) led CL MSTA-90 ++ 2050 .. MSTA 30 21ae (22) 10d U9P: (2D iod M8TA-36 + 205o MSTA 36 2525 (16) 10d USP:. (26)10d F-- NSTI-36 360o KSTI. 236 309e _ (36) cd! x I In. LaP:. (36)10d x I In' N MBTI-48 5065 KTSI 24B 4250 (43)10d xI In' USP:' (48)led x IIn'. H6 95o LFTA 6 1595 (8) 8d TO PLATES, (8) Ed TO STUDS (UBP: (16) 8d x I In., (16) BFU SP4 S VS 8P74 945 <6110d z I In' TO 9TUp UBP: /6) led z I In' TO STUDS A34 395 MP 34 410 (4) Sd x I VP TO BENT, f4) ed x I In' TO POST. USP: (4) Sd x 1 In' TO BEAM,:(4) 8d x I In' TO POET Hem 645 HHCP 2 1010 (12) 10d x 1 1/2' UBP: (10)11 x I In' TO TRUSS, (le) led X I In' TO PLATE' HIOA 1340 Ri 16A. aIBO (18) I0d x LIn' USP: (9)ed! x i In' TO TRUES, (e) Wd! X I In' TO PLATE VGT 4 HDU4 4565 PHI 4A 4535 06)-SDS I/4Y3° TO WOOD, (10)-6DS V4'x2 In' W/ THREADED i!O0. (D NUTSNIASHERn PLY USP: 5/8' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (10) WSW WOOD 6CREW8 VGT a HD18 494e TDX 10 5110 (ib)-SDB I/4k3' To WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (21 NWTSNIASHERnPLY 4li USP; VB' ATR MN.: T'EM ED. SET M HIGH STRENGTH EPDXY (4)1/B' THR -BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/B' ATR IN H14HSTIR.ENGTH EPDXY, (MN: T EMBED) N CONC, O Ibd TO LL1ppD USP .SAME AS SIMP$.. ABU 66 1300 120ee PAU 66 2535 13615 (V 5/B' ATR IN HIGH. STKENGTH`EPDXY, /MIN. T' EMBED) N COND- (12116d TO: WOOD USP: SAME AS SIMP9 V) LTT19 .. 1340 LT5 n 1205 (V 3/4' ATR IN HIGH STRENGTH EPDXY,(MIN. I- EM15EDJ IN CONIC, (6)10d TO WOOD USP: SAME AS SUMPS 0 LTT20B ... 1500 LTS 200 1105 /V In' AYR. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONIC. (10.Y0d TO WOOD USP.:3/4' ATR MIN (C D 9ET M HIGH STRENGTH EPDXY,YIO) 10d, (10)10d x"t ln', 2-In' , (J HTT4 4455 HTT45 4465 ATR IN HIGH'ST NGTH EPDXY (MIN 1' EMBED) IN CONL, (IB) 9D�:0 X 1/2'YUSP (2e) Ibd X 2-In9 USP HAS MORE NAIL. OPT)ONS.00) 10d, (20) led x I-IV,.(20) I66 x 21n' Z Q HTTS SOSO HTT45 5430 (1) 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN LONG, (26) I6d X 2 In' (USP. (20) I6d X 2-In9 UBP HAS MORE NAL OPTIONS: (20) led, (28) IOd x I -In', (20) I6d x 2 In' NNpQII-5D5 25. I1810 UPHD II 12e90 (1)1- ATR IN HIGH STRENGTH EPDXY, (MN to- EMI IN CONC, (24) SDS $ z 2/S' WDOD SCREWS (U5P: (24) W53 WOOD CREWSA HD1B 6645 Tpk 10 silo /91J6' A$ IN HIGH STRENGTH EPDXY,IMIN. I' EMBED.) IN LONG, (3) 3/4'$TUD BOLTS TO WOOD (USP. (4)1/ -BOLt$) N MBHA 356/IIY5 B415 5330 NFM35XI2U : 3165 Mw SIMPSON (1)11/4'. ATR' IN HIGH STRENGTH EPDXY, (MIN. 6,15, EMBEDMENT) IN CMU. TOP, (V 3/4' "' A.TR1N HIGH STRENGTH EPDXY (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM UBP= (V In' J BOLT W1 MII 6- EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' CIA ITW RAM6ET/REDHEAD DYN BOLT SLEEVE ANCHOR OR Eli. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. led AT CIST 1. W (D HUSU12 (WOOD) 3635 "2Sbo (FLR) HIUS4121P 3060 2630 (FUR) (to) I66 TO HEADER 00) Ibd TO WOOD USP: SAME AS SIMPSON 3265 IRCQFI 3225 (ROOF) z HI1C410 (CMU) IBIO 5085 HP410 IF ISOB SITS (18) 1/4' x 2-3/4' TITEN (9 PER FLAN( -'(10> led TO WOOD: (U51F: ❑8) 1/4'. VMS SCREWS (lo) 10d TO WOOD: Q FNJG210-2 (GMW 1810 Sees HD210-21F IS05 3i15 (le) 1/4' x 2-3/4" TITEN (9 PER FL.LVGE) TO DILL Ole) 10d TO WOOD, (USP: (IS) 1/4' x 3' Il l%3 SCREWS, (I0) 10d T WOOD). HUC210-3 (CMUI late 4000 HD210-31F 1905 3115 (18) 1/4' x 2 3/41 TITEN (9 PER FLANGE) TO CMU (10) 10d TO WOOD, (USP: (15) 1/4' x 3' WSS aCREWB (le)10d T6 WOOD LGUM28-2-BDS 9430 559E NO USP CONVERSION FOR SIMPSON LGUMY6.2-Bp8 (4) 3/8' x 4' TITEN HD ANC S (2 PER FLANGE) TO CMU, (4) 1/4' X 2 In' : DE SCREWS TO WOOD HIGH 5TRENG7U1 EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCHORING SYSTEMS. - + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C. U, WALL MW8T BE FILLED :SOLID -1 GROUT ++ ledCOMMONNAILS CAN BE SUBSTITUTED WITH led x I In' NAILS IN CONJUNCTION WITH A 2a* (REDUCTION IN THE A-1-77LE-LOAD. WRITTEN APPROVAL FROM THE ARCHITECT Is REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. a , V) ... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T '. W T- A.TR • A-301: ALL THREAD ROD (SIZE, FR07ECTION TYPE, LENGTH, ETC, VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFS0 CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECt10( IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS: WHEN USING ZMADK / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER AS1M-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED. ON AN INDIVIDUAL SASS AND MUST HAVE W4&ITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. UCTION C-ALOG ALL CONNECTOR VALUES BASED ON 511 "WOOD CON5TRUCMON CONNECTORS C-2013' , -RIWIND-RE515TANT OON5TR7% AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CAT C-SA5-2012 2 x 12 (W2 SYP) I/16' OSB (TYP.) NAIL (3) 12d m 6'-S' O,C. TYP. 2x12 BM./HDR. ENTRY MINIMUM �AND HEADER TREQUIRNT MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-O° UN.O. 4'-11 1/2' 1'- It 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA 16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS 12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS; PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND: FUR. LINE WALL L EM LOAp5IRG. WALL � NON-BRG.WALL \v 7 7 7 7 �> 0 JD ..I J2 I' I D7 pl F � LU It "t It It It It i0 \D V Nt ii u LL w LL u� u� D1 ---�-_ =-�_ -= =-=� - u� u� u U U- u .—_.-.K—Jt It 111 1 11 1�I 1 I 11 II LL II I S2-------- - - - J4 ---- (2) META-16LCELJ(2 - _ — _ _ J2 - A= -_ Tr J2 CNI P�t� dui m dui m m m m CNII FIRST FLOOR FRAMING PLAN SCALE: 1/4 = 1'-0" ELEVATION "A" Q, J 04Des,i 'n G ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: OAKLAND LAKE (LOT#4'0) ?DIaODEl 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHr :CIF: STATE OF FLORIDA f \e F f !1 ` 1 A • A /1!A ►�4l11C� 1. D 2/11/19 S ALE:1/4'1=1'-0" HEFT 6 O� 9 CONTROL DATE m-m1-I5 CONNECTOR SCHEDULE SIMPSON LISP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450. PTA 16-15 1400 (1) 106 x 1 In, -FLY, (6) 1 d 2-PLY : (USP: (10) 106 X I In' - NO I6d OPTION) (2) META-16 1955 (2) HTA. 16-18 2000 (10) 10d x I IR'. -PLT, (USP (10) I00 x I In') 1900 (14116d 2-PLT (SP(NO 160-OPTION) HETA-16. 1810 HTA I6 1615 (9) lmd x I/2' I' -PLY, (5/ Idd 2-PLT USP: (10) IOd x I In', NO 16d OPTION HETA-20 1010 HTA 20 1615 (9)90d x IR' I -PLY, (8) Iba 2-PLY. USP: (10) IOd a I IR', NO 1Sd OPTION r �. (2) HETA-20 2035 (2) HTA-20 5110 (I0) IOd x I In'-PLT LISP: (Im) 10d z 11/2' 2500: (12716d 2-PLY li (USRN016d OPTION) Z- LGT-2 2150: L4GT-2 I915 (V.- I/4' x 1 I/4' TITEN, 2 PLY (LISP: BLK (5) I!4' LLB, WOOD (I6) 10d V) DETAL-20 2450 NO USP CONVERSION FOR SIMPSON DETAL-20 (IS) - 10d x 1 In; I PLY MGT + 3965 MUGT 4000 (1) 5/S' A.YRR IN HIGH 6TRE4GTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD .(LISP: 05) 10d TO WOOD) HGT-2 . 10900 HUGT-2: 6365 (2) 3/4' ATR IN HIGH 6T TH EPDXY MIN. IP EMBEDJ, <I6) 10d TO WOOD (USP: WOOD (8)10d) HGT-3 10530 HUGT-3 9365 (2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN, IV EMBED), (16) 106 TO WOOD (USP: WOOD (0) 10d) LGT3-6D62S 3285 LUGT-3 5330 02) SD6 1/434 IQ' TO GIRDER (4) 3/8' x W TITEN HO TO WALL (USP: CONC. (4) 3/0' X 5' WEDGE SOLT, WOOD (Ip) W525 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA - 1555 (10) 10d x I-IR' (U5P- (1�)-10d x Tl2' vGT 4540 NO USPbOJVER8ICN FOR BIMP50N VGT (115/5' A.T.R.. M HIGH 5 GTH EPDXY (MIN.. 1V EMBED), (16)-606 1/4'X3' TO WOOD + (2) VGT. 1185. NO LISP CONVERSION FOR SIMP,oN (2) vGT) (2) 5B' A.TR IN HIGH 6TRANGTH: EPDXY (MIN. 1V EMBED), (32)-SD5 I/4'X3' P2 PLY MT5-12 1000 MTW 12 15% (14) 1Od x I IR' YUSP: (14)10dx I V2:', (14) 10d) HTS 16 1150 HTW 16 IE60 (I6) 106 x I In, (USP: (16) I0d x I In', (16) 10d) HTS-20 1450 HTW 20 2045 (24):1Od x I In' (USP: (24) 100 x I In', (20) 10d) HTS-24 1450 HTW 24 2045 (24) 106 x I IQ' : (USP: (24) IOd x I Ia', (20) Oct) 1_5TA-12 - WE L6TA.12 9Im -(10) IOd USP: ' (10) IOd. L5TA-I5 " 1255 LSTA 15 I%m (14) IOd USP: (14) IOd MSTA-I8 +« 1315 MSTA-I5 1315 (14) 1Od U$P: (14) 10d V) M6T4-24 « 1640 M6TA-24 1150 (16) 10d USP: (Ie) Imd 0- M6TA-30 ++ 2050 MSTA-30 2140 (22) 10d USP: (22) 10d < MSTA 36 . + 205m M6TA-36. 2525 (26)10d USP: (26)I0d M6TI-36 3000 "T( 236 3090 (36) 10d x I In. USP: (36J 106 x I a, V! MSTI-48 5065 KT51245 4250 (48)IOd xI IQ' USP: 148)Imd x IIR' H6 S50 LFTA 6 15% (5) Oct TO PLATE$, (a) Bd TO STUD$ (USP: (16) Sd x 1 Ia.' (16) 86) SPA am 5PT 4 %45 (6) Imd x I [a' TO STUDS USP, (6) 1 9 x I In' TO. STUDS A34 55$ - HIP.34 410 (4) B x I IA' TO BEAM, (4} 0d x I IQ' TO POST, USP, (4) " x 1 I/V TO BEAM; (4) Bd x I IR' TO POST. HCF2 645 HHCP 2 1070 (12) imd x I In. USP: (10) X 1 In' TO TRUSS, (10) 10d. X I IR'. TO PLATE HIOA 1340. Rt IBA,. 21W (10) 10d x I IR' :USP: (9) 10d x I Ia' TO TRUSS, (8) Oct1X I IR': TO PLATE :.. VGT < HDU4 4%5 PLO 4A 4535 (16)-80$ 1/4'x3' TO WOOD, (10)-SD$ I/4'x2 IR' W/ THREADED ROD, (2) NUT6ABA6HERR PLY USP: 5/8' ATR MN. T:EMBED.BET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT i HDIB 494m TDX 10 5110 (16)-8DS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS. W/ THREADED ROD (2) NUTSMASHER/2PLY USP: TB' ATR MIN."' EMBED SET IN HIGH STRENGTH EPDXY (4)1/5' THRU-BOLTS ABU 44 2200 6665: PAU 44 2535 6775 ' (U 5/$' ATA N HIGH STRENGTH EPDXY, (MIN: 1' EMBEDJ IN COdO„ (12) 16d. TO WOOD USP! SAME A$ 51MP5GN AM 66 2300 12000 PAU 66 2535 13SID (1) 5/5' ATP: IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN COMIC (IDlbd TO. WOOD 15P: SAME AS SIMPSON N L7719 +++ 1340 _TS IS 1205 (1) 3/4' ATR N HIGH $TRE TH EPDXY, MIN. T.EMBED.) IN CONC„ (6AOd TO WOOD USP! SAME AS 61MP5ON 0 Q LTT20B +++ 1500 LTG 2mB 1105 (1) In' A.T.R.IN HIGH STRENGTH EPDXY, (MIN, 1- EMBEDJ IN CONC, wAOd TO WOOp U5P. 3/4' ATR MIN ]' EMBED GET IN HIGH STRENGTH. EPDXY, (10) IOd (10)10d x.I In', 2-In' 0 HT14 4455 HTT45 4465 : (1) 5/8' A.TA IN HIGH STRENGTH EPDXY (MIN. 7-EMBED) IN CONC. Oa) 909O X I:IR' (USP: (20).16d X 2 IRS -USP HAS MORE NAIL OPTI S, (20) 10d, (20)106 x 1-IRS l20) 16d x 2 Id' Z Q HTTS 5090. HTT45 5430 (I) GAS' A.T.R.IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN C C, (26) 16d X 2 Ia' (USP: (20) 16d. X 2-w) U6P HAS MORE: NAIL OPTIONS 426) 10 , (25) Imd x I -In', (20) Ibd x 2 IR' HHDQIT-5D$ 2B. 11010 UPHD II :. 12OSO (Il I' ATR IN HIGH. STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC„ (24) 50S Y' x.2)' WOOD SCREWS (USP, l24) WS3 WOOD SC ) HDIB 6645 TDX 10 5110 (1) 1/6' AS. IN HIGH STRENGTH EPDXY (MIN. l'.:EMBED.) IN GONG (3) 3/4' 6TUD BOLTS TO WOOD (U5P (4) 7/8'.BOLTS) (n. MBHA 356AI25 3415 5330 NFM35XI2U 3165 1150 61MPSON (U 3/4' A.TR IN H; STRENGTH - EPDXY, (MIN, SIP EMBEDMENT) IN MIT t P, (V 3/4' ATR IN HIGH. STRENGTH EP XY, (MIN 6.15- EMBEDMENT) IN CMU, FACE, 06JI0d TO BEAM USP: (V IYY J-BOLT W/ MINIMUM 6: EMBED. I NOT 4E56 THAN. 4' FROM EDGE OF CONC W/3/W DIA IM RAM$ETTDHEAD DYNA.MOLT SLEEVE ANCHOR OR EO. W/ MIN, 5' EMBED DEPTH INSTALLED IN. THE FACE LJ i� HUSG412 (WOOD) 3639 2660 (FLR) HU84pIF" 3060 2530 (FLU (10) Ibd TO HEADER 00) 16d TO. WOOD USP: SAME AS SIMPSON. 3265 (ROOF) 3225 IROCF) Z HUC410 (CMU) 1510 50S5 HD410 IF 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FGA $1P310d TO WOOF iU5P: (15) 1/4' x 3 WS3 SCREW$, (10) 10d TO WOOD. HUC210-2 (GMU) 1510 5085 HD210-21F 1505' NIS (18) 1/4'.x 2-3/4' TITEN (S PER FLANGE) TO CMU,710) 106 TO WOOD:. (USP: (IS) 1/4' x X I153 SCREWS; (10) I0d TO WOOD HUC210-3 (CMJ) i$Im 4000 WD210-31F IS05 3115 (1$) I/4' x 2-3/4' TITEN (9-P R FLANGE) TO GMU, (10) 10d TO: WOOD: (USP: (I8) 1/4' x 3' WS3 $CREWS, (10) 10d TO WOOD LGUM26-2-BDS 1430 5595 NO U5P CONVERSION FOR SIMPSON I-GUM26. -6P6 (4) 3/8' x 4' TITENiHD Ah6 : :0 PER FLANGE) TO CMU, (4) I/4' X 2 In' SDB SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. C TACT THE ARCHW ITECT/ENGINEER OF REOORID FOR RITTEN APPROVAL PROR TO SU55TITUTING FOR 51MILAR EPDXY PRODUCT5 OR U5P -:CIA ADHESIVE ANCHORING SYSTEM$. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN I' DEEP, THEVERTICAL CELL IN OMU. WALL MUST BE FILLED SOLID w/ GROUT. )+ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 106 x I In' NAILS IN CONJUNCTION WITH A 23% R`DUCTION IN THE ALLCWA, 3LE LOAr. PRIOR TO INSTALLATION. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I' w F O ATR . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. . WHEN USING 6TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PERASTM-AMISS USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHRECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' ,'HIGH WND-RESISTANT CONSTRUCTION GeAW09, AND ANCHORING . FASTENING SYSTEMS FOR CONCRETE.4 MASONRY CATALOG C-5A5-2012. 2 x 12 (02 SYP) 1/Ib' OSB (TYPJ NAIL (3) 12d 0 V-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMr:NT5 MAXIMUM HEADER SPAN (ft-) UP TO DI-0' TO W-0' U.N.O• W-11 1/2' 'I -il 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 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 STM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FUR. LINE I J2 J4 J6 JS JS JS JS JS J8 JS JS JS J& J4 J2 TRUSS TO DEL D 114GOt CHORD tI z ' TRUSS TO 4X& J POST W! MGT 4 HOU4 POST TO CMU W/ HTT-4 FOR 50TTOM LING a 20'-0" TRUSS TO 4X& J8 POST W/ MGT 4 HOU4 POST TO J81 CMU W/ HTT-4 BIG _ Ix4 5TM. CHORD E5RACING 12' 52G O.C. MAX, SECURED W/ (2)10d COMMON NAILS ® EACH CHORD INTERSECTION (TYP) J2 A R C H I T E C T S orurouv LILC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdosigngroup.com AA. M 0003325 s SUBDIV. 8e LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECOND FLOOR ROOF' FRAMING PLAN ARCHITECT STATE OF FLORIDA = FE6 1 9 DATI/j 2/11/19 SC (CLEi�l/4 =V-0" S EET �7 OF 9 A A R C H IT E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE Ill FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE Ill GFI DUPLEX EQUIPPED uu GROUND FAULT /I�"I� �J/ CsFI RECEPTACLE NTEPolP1ER (TAMPER RESISTANT ® 220V RECEPTACLE 4 WIRE CONNECTION Ilov DUPLEX EQUIPPED V GROUND FAULT RECEPTACLE NTERUP'TER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE -KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR —� LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - uc UNDER CABINET — LOW VOLTAGE PANEL © PANEL man METER SMOKE GATT. BACK-UP W/ HARDWIREDETECTOR SD INTERCONNECTED CARBON MONOXIDE BATT, BACK-UP W1 HARDWIRE CO DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE J J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTICN FLOOD LIGHT DG DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 2195 LOAD INFORMATION VA 2195 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,585 (2) 20 AMP APPLIANCE CIRCUIT AT 1600 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 SUBTOTAL OF GENERAL LOAD 47,831 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,831 VA x (.4) 15,132 TOTAL NET GENERAL LOAD 25,132 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOADI 25,132 NET TOTAL HEATI 10,450 TOTAL LOADI 35,582 CALCULATED LOAD FOR SERVICE 35,582 VA / 240 V= 148.26 200 AMP SERVICE TRANSFOWER BANK: 50kVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19350 amps POWER COMPANY TRANSFORMER (3) 01 THNN/THWN COPPER CONDUCTORS, (1) « 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. V NEMA 3R 200 AMP 120/240 COMBO VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER n r PROOF BOX 'jam I SERVICE BY OTHERS \-INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 AMf ELECTfRICAL FRIER PROVIDE CON04 CRETE ENCASEDITHUN OPPER STEELCOtNIEAND TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIP E.. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. 11 CABLE / TV WEATHER PROOF BOX LANAI III � I w i GFI GREAT ROOM ; 'II CASUAL DINING i PWDR.) GFI FOYER T� L L I •� i WP cif I :I:;; i • ENTRY -- 1 ■ TO SWITCH UPSTAIRS o SINK GFI� 0 KITCHEN I �f C WH L- LriWHF F WP GFI 44' AFF. � LCONI i i METER, 0" VERIFY LOC. I 2-CAR GARAGE 19GFI CLG. 1 OUTLET COACH - — — LIGHT Design Group LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"'lllll. ��om�v�vooJ STJBDIIOAKLAND (LOT#4MODEL219(VERSIONPROJECT#R5025.049PAGE: FIRST F ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA iM ;. AT : 2/11/19 SCALE: 1/4"=1'-O" SHEET OF 9 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110v SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE I10v GFI DUPLEX EQUIPPED W/ C*QUN0 FAULT CxFI RECEPTABLE NTEFd1PIER (TAMPER RESISTANT ® 220V RECEPTACLE 4 WISE CONNECTION u II9V DUPLEX EQUIPPED Ill/ GROUNO FAULT /VI JI/1 1 RECEPTACLE NTMPTER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED �.-.( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE -KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC: UNDER CABINET _ LOW VOLTAGE PANEL PANEL ERE METER SMOKE Ban. BACK-UP W/ HARDWIRE SD DETECTOR NTERCONNECTED CARBON MONOXIDE BATT. BACK-UP w/ HARDWIRE DETECTOR INTERC014NECTED CEILNG BOX REQUIRED TO BE J-BOX SUFFO p,�D BOX AS SUCIAFw/ NSPECTION FLOOD LIGHT DG DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK iGAS OUTLET I � I ' 1 v.P. SD LLINE OF 15T FLOOR BELOW LINE OF 15T FLOOR BELOW __-)A R C H I T E C T S 4Desn GroulTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 �'lll""II ��mo0am�mv� E 18 N 0 E O 't r 'UBDIV. & LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: ECOND FLOG ELECTRICAL PLAN %. i ARCHITE11DA STATE OF F DAMEA 0 ,�2 DA 2/il/19 s SEET IOF Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit a Owners Name Applicant: Product Model Number Opening Design Product Rated Manufacturer Product Glass Type Method of Attachment Pressures design Pressure Approval Number Windows Series 4700 +32.37/42.62 +50/-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1/4" 25-SH Egress minimum embedment. Required anchors: Head (2), Jamb (3) Each window. Windows Series 4700 +32.37/42.62 +501-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1/4" 35-SH minimum embedment. Required anchors: Head (2), Jamb (3) Each window. Windows Series 4700 +32.37/42.62 +50/-60 DP Ply Gem FL14039-R2 Non -impact One 3/16' ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1/4" 24-SH minimum embedment. Required anchors: Head (2), Jamb (3) Each window. Mullions Series 4700 N/A +/- 75 DP Ply Gem FLIS264.2 NIA 3/16" ITW Tapcon screws of Flange sufficient length to achieve minimum embedment of 1 l4" into concrete/masonry substrate. Sliding Glass Doors Series 4700 +28.74/-42.62 +1-50 DP Ply Gem FL 14634.2 Non -Impact '/: " Elco Tapcons of sufficient length to achieve a 2 ''/z' minimum embedment. Required anchors: Head/Sill (6), Jamb 6 Each window. Swing Type Doors 3'0"x8'0" +30.64/-30.64 +67.0/-67.0 Thenna Tnr FL5891-R5 NIA ITW Tapcon'/4", Min Embedment 1- Smooth Star 114", Min Clearance to edge 2", Min Fiberglass Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.C. Garage Doors 160 Model +25.91/-31.39 +3W-42 Clopay FL16546.4 N/A Jamb to block on verticle jamb: Wxl spacing of 7 Wand 1" OD steel washer r2guired. Door to jamb: 13 GA GALV. Steel Rag _bracketattached"to.janmbwith.(31 5116" X 1 5/8" lag screws and to track with (2)'/4" rivets. 2 Y:" X 12 GA GALV. Steel brackets attached to jamb with (1) 5/16" X 1 5/8" LAG screw per track bracket. Hurricane Protection 24ga Steel N/A +401-40 Eastern Metal FLI 1964.2 N A /4' Tapcon Anchors, SG Tapcons, or Panels Supply /4' x %" All Points Solid -Set Anchors. Minimum embedment into concrete of 1 Y4" Roof Ventilation 4' Standard NIA N /A Tamko FL5219.3 R3 WA Apply roof cement to the underside, Off Ridge back and side flanges of the ridge Vent vent. Cement should be V4" thick and extend 2" onto roof underlayment. Attached vent top and side flanges to deck with nails spaced 8" o.c. and 1 /2" from each end. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. Roofing Underlayment NIA N/A N/A Trinity ERD FL15216-R2 NIA Field spacing max 12" O.C. Staggered overlaps attached 6" O.C. with corrosion resistant fasteners with 1" diameter plastic or metal cap nails. Roofing Asphalt N/A N/A NIA Tamko FL18355-113 N,A 6 nails per shingle. Standard type Shingles roofing nail, nail shanks should be 12 gauge wire and minimum head of 3/8". Nails should penetrate dock completely and extend at least 1/8" past. I have reviewed the above components or cladding and 1 have approved their use in this structure. These products provide adequate resistance to the w ind loads and forces specified by current code provisions. Name: Signature: Design Prof: Cert. No. Date: - - _ J A R C H I T E C T S Desi gn G ro u pLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrcup.com AA #: 0003325 III" III.. L ■��om�■�mJ 0 0 E 0 L C L SUBDIV. Sc LOT: OAKLAND LAKE (LOT#49) 1MODEI. 2195 (VERSION#00) PROJECT#- R5025.049/00001 PAGE: PRODUCT APPROVAL ARCHFECT STATE OF FLORIDA DBE: 2/11/19 §'GALE: 1/4 "=1"-0" 514EET U o 1OF 9 (V 5 REBAR VERTICALLY . (0 5 REBAR VERTICALLY W/ CONQ (1)5 REBAR VERTICALLY W/ CONC, POURED CELL (25' MN LAP) POURED CELL (25' MIN LAP) W/ CONC. POURED CELL 6=8 I6' O.C. MAX (U 5 MBAR VERTICALLY R-4.1 MBUL. MIN.. (25' MIN LAP) _ �D CELL MN R-4.1 NSUL. MIN. 5 V2' HEAD GARAGE a' CM 7UJ/5 LAP) TEXTURED CEhffiTTI'IOUS COATING ZMEN TEXTURED CEMENTIOUS COATNG VARIES WITH SLOPE E 0. w z PER lASTM (TYP.J w Z PER (ASTM Cffi6) (TYP.) SECLIRE BT. PLATE TO SLAB _ p a e craA z _ a . p a' Cm WL 'x8' ANCHOR BOLL W/ Y N i N — 1q� f 8' Cm F n_ w _ IR' GYP. UL BD. a z N 44 V2' GYP. WL BD. L U: w WARNER SET N 8U`iPSGN HIGH STRENGTH EPDXY EMBED. my CURB HEIGHT VARIES Y 9 N � � ` 6' a _ N r m O UXX2D BASE - / WOOD EASE m > a AX " L ip0 CURB HEIGHT VARIES V2' C9NC. R=1NP. W/ 6'xb' WIAxWL4 UAIF OR FIBER'1ESH ON `.dLLF 9 I//' GONG, �NF. W/ 6'xb' G, REINF. W/ 6'x6'"3 lC OR FIBEPo'IESH 4N r15A b ^ o ° 3I/1' CONCI�INF. W/ 6'xb' > Z6-MIL POLY ETHYLENE VAPOR ° WL4xWIA UALF OR FIBESVESH ON E LY ETHYLENE VAPOR ON WELL-COMPACTEDON _p4,4xUp4 UALF OR FIBER'1ESH -COMPACTED FtEARRIIERONUELL -- 6-MIL POLY ETHYLENE VAPOR BARRIER ON in 4' 8' 4' RMITE TREATED FILL 6-MIL POLY ETHYLENE VAPOR BARRIER ON CON i, d 3 I/2'CLEAN a TERMITE T�ATED FILL U.ELL-COMPACTED CLEAN I 4' Z WELL -COMPACTED GLEAN FIRMESH ORR — ON 6-MIL POLY ETHYLENE CESS TERMITE TREATED FILL AR ON CHAIRS E TERMITE TREATED FILL 4 4' 4' ° VAPOR BA ON m 4' 5' 5' 4' 11/2'RECESS ;� (2) 5 REBAR ON CHAIRS U I'-®' HELL -COMPACTED CLEAN Z KREBAR ONCHAIRS I'-6' 4'. 5' 5' 4' TERMITE TREATED FILL (3) 5 REBAR ON CHAIRS i in ro 11 1'-6(3)5 REBAR ON CHAIRS 1—STORY FOOTING 2—STORY FOOTING GARAGE STEP—UP 1-STORY FOOTING 2—STORY FOOTING W BLOCK WALL 1 2 W BLOCK WALL 3 1—STORY Z.B.W. %,i1 AT GARAGE 4A AT GARAGE , .'rjr.� SCALE: I/1'•I'-0' -0 �`'� eCALE: I/2'•1'-0' 8LE. I/2` C IA 11141 L BEYOND WALL BEYOND 3/4' RECESS FOR SECURE ST. PLATE TO PAVED GARAGE DOOR BLK W/(010d MASONRY NAILS • 32' O.C. (MAX) ° 0 . i4 < . • .. L'._ 3 1/2' CONC., REINF. W/ 6'xb' WIAxUtl.4 UALF OR FIBERMESH ON d 3 1/!' CONC., RF. = PAVER 6-MIL POLY ETHYLENE VAPOR WIAxWIA UAI.F RE�EFTIESN ON YLENE VAPOR .o ° 6-MIL POLY E�`' 9 IR' CONC., RENF. W/ BAD BARRIER ON DELL-COMPAGTEP 6'xb' WI.4 UAL- OR 8' I 0' CLEAN TERMITE TREATED FILL ,�c�L-COMPACTED CLEANIETERMI H O r w FIBERMEHH ONE K TREATED FILL VA E pp? POLY ETHYLENE VAPOR BOOING BEYOND '., 4' 4' 4' 6' RECESS ATE m WAVERS BARRIER ON WELL- COMPACTED GLEAN EMEND FOOTING (1) 5 RE13AR ON CHAIRS 666 ��-0, TERMITE TREATED FILL UNDER PAVERS - (2) 5 REBAR ON CHAIRB (2) 5 REBAR ON CHAIRS GARAGE DOOR FOOTING 1—STORY FOOTING u aGAL 112'0-0' PAVER RECESS AT L.B.W. (W/ NO —UPLIFT) 5 SCALE: 1/2'4-0' 9 ® ENTRY D00 Br & IR'•I'-0' SEE MANI.F. PRODUCT DETAILS smear FOR RECUIRED SIZE AND DEPTI Z OF RECESS FOR 84D. TRAGIC w VARIER a' Q FNidi FLOOR (1) 5 REBAR SET IN SIMPSON HIGH `� gr" ' STRENGTH EPDXY 61 EMBED. MIN. - (2) 5 REBAR 0 I -STORY ° € 0) 5 REBAR a 2-STORY d: 'a - OUTSIDE IREBAR TO BE d 4 ° CONTINUOUS z d $. d" . ° 3 W. CONIC, REINF. W/ b'x6' ° WAxWIA UW OR FIBER`IESH ON d a 4 °' n 6-MIL POLY ETHYLENE VAPOR .° a BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP SLAB AT S.G.D. 1 SCALE:1'-['-0' TYP. RETROFIT FOR OMITTED DOWELS A B REBAR LEAP AT FOOTING SG� •.I,-v. TIE VERTICAL SMEAR TO WOR17ATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEv. 9, CLEANOU7 16GUIRED ° FOR INSPECTION L 0'-0' rOL FLIk 1 (0 5 VERT. DOWEL . LAPPED W/ BOND BEAM °d ° TIE VERTICAL REB (1) 5 REBAR AT COFNER9 W/ 25' LAP MIN. _° °a TO HORIZATI ... ,,.a- REBAR W/ 101 HOOK Pip f in TYP. REBAR LAP HORIZONTAL/ VERTICAL @AATI_L�INTEL CORNERS REINFORCING A R C H I T E C T S Design 4G LLC 1441 N. RONALDREAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. 8c LOT: OAKLAND LAKE (LOT#49) MODEL 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA r c�N^^.. BATE: 2/11 /19 SCAT :1 /4"==1' — 0" SKEET DI FO GA SHINGLES OR TILE (PER COMMUNITY SPECS)REFER TO DETAIL I/D2 R ALE X-BRACING REQUIREMENTS OVER 030 FELT PAPER (OR APPROVED EQUAL) RE ENGINEERED I' INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS I &TH EDITION (2011) 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES METHOD "NAILING SCHEDULE" AT FIRST (2) BAYS P.T. Ix4 or 4"x4" MIN. (4'-0" O.G. 6 SHEATHING SEAMS) (SEE wIND Ow/DOOR JAMB BLOCKING METAL DRIP EDGE---"� FASTENER SCHEDULE FOR ATTACHMENT) 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHT DOOR JAMB /WINDOW. N7 ALUMINUM SO FFIT ' VENTED OVER 4 10 HIGH ER TO BLOCKING - __—S (ATTACHED NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' Divz' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CA51NG $" TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRU55 ENGINEERIN) PER MFR'S.SPECIFICATION5)- — (PER ASTM C926) OVER PAPERBACK T --SECURE P.T. 2x8 TO BLOCK w/y" x 9' EXPANDED METAL LATH, OVER APPROVED AN ANCHOR BOLT w/ 2' WASHER, SET1N 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN 51MP50N or USP HIGH 5TRENGTH'EPDXY WINDOW TO BLOCK (+ Y4 or + �4 ) WALL SHEATHING (TYPE AND ATTACHMENT (6' MIN. EMBEDMENT 6 32' O.C. M X) » METHOD PER "NAILING SCHEDULE' , DOOR JAMB TO BLOCK (+ Y4 or + Y ) SECURE GABLE TO 2x8 P.T. PLATE 4A a/ 12d NAILS 6 8' O.G. MAX 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH WA2 TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP 5CREE A INSTALLED - MID -POINT OF TRU61S SPAN z" TEXTURED CEMENTITIOU5 or 10'-0' O.C. MAX SCALE: NOTE: SHIM AS NEEDED COATING MIN. (PER ASTM ATT OR BLOW-IN INSULATION TO PLUMB JAMB. G9260 OVER CMU Al ❑ DO NOT EXCEED 4" (R-VALUE PER ENERGY CAl G5) 'GYPSUM BOARD OR Z" HIGH STRENGTH 8" CMU BLOCK CEILING BOARD I" DRYWALL ONG. FILLED U-BLOCK w/ (U °5 P.T. 2x BLOCK WALL SECTION - GABLE ROOF CONTINUOUS REBAR (SEE wlNbowr000R JAMB BLOCKING Ix4 or Ix2 P.T. NAILER 1 SINGLE STORY SCALE: 3/4'=1'-m' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING DOOR JAMB/ WINDOW SHINGLES OR TILE (PP ER COMMUNITY SPECS) (ATTACHED TO BLOCKING PER FRS SPECIFICATIONS , OVER 030 FELT PAPER (OR APPROVED EQUAL( INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y) 6TH EDITION (2011) � DOOR JAMB TO BLOCK (+1 2'r OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B scALE: P=r-m' METHOD PER "NAILING SCHEDULE' RE -ENGINEERED ROOF TRUSS „ EMBEDDED STRAP ' All OR BLOWN -IN INSULAT ON - (PER PLAN (R-VALUE PER ENERGY GA1�C5)'L 1 1 METAL DRIP EDG 8' GYP5UM BOARD OR I' HIGH 2x6 5U5-5AN STRENGTH CEILING BOARD 8' CMU BLOCK - VENTED --GONG. FILLED U-BLOCK w/ fi ALUMINUM SOFFIT (I) 05 CONTINUOUS REBAR P.T, 2x ER PLAN ..;" .. (SEE wINDOw/DOOR JAMB BLOCKING REGA5T LINTEL FASTENER SCHEDULE FOR ATTACHMENT} WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW SPECIFICATION (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) ALL INSULATION PRECAST OR POURED IN (R-VALUE PER ENERGY CALC5) NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" b, DRYWALL Ix4 or Ix2 P.T. NAILER 16" 055 (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 6' 055) w/ 16' TAPCON MIN. I a EMBEDMENT INTO BLOCK PLACE SILL (PER BLDR) GYPSUM WALL BOARD Z" TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN COATING MIN. (PER A5TM CONC. POURED CELL C926) OVER CM (LOCATION PER PLAN) 8" CM —" P.T. FURRING STRIPS 6 16' O.C', 4C OOD BASE n ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE a AND REINFORCEMENT) 8" CMU BLOCK- XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE P.T. 2x BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT)(SEE WINDOw/DooRJAMB BLOCKING SINGLE STORY SCALE: 3/4'=1"-0' FASTENER SCHEDULE FOR ATTACHMENT)- DOOR JAMB / WINDOW (ATTACHED TO BLOCKING MATT INSULATION ADHERED TO CEILING $" GYPSUM BOARD R Z" HIGH PER MFR'5 5PEGIFIGATION5�- BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING OARD NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) w/ "" TAPGON MIN. 14' EMBEDMENT INTO BLOCK Jz OPENING 22' x'O. MIN ooD casiN T sI :E WINDOW TO BLOCK (+2 1/4") ATTIC ACCESS NOTE: ATTIC ACCE56 WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 1/") 3 " SCALE: N.T.S. SHALL COMPLY ,WITH MIN 30 HEADROOM WOOD CA51NG 4 GY dD SCALE: i"=r-o' PER RWTI OF THE FBCR 2011, 6th EDITION BOARD (TTP) WINDOW TO BLOCK (+I 1�/16") K 1 1% " DOOR JAMB TO BLOC (+ 16 ) SCALE: I'=I'-m' F01 NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" I' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4" WIDE MIN.) DOOR CASING NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" 8" 6MU BLOCK ❑ 2° DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or 4"x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER ^ B'0 KING FASTENER FASTENER SCHEDULE FOR ATTACHMENT `I SCHED V LE DOOR CASING l� SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING 4 EACH END and s I$" O.C. MAX P.T. Ix4 or "x4" MIN: PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK`w/ (1)16" TAPGON (MIN. EMBEDMENT 1 4") WINDOW TO BLOCK (+3") 8° FROM EACH END and a IS' O.C,MAX or DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8" FROM EACH ENE) and Q 18' O.C. MAX 4E SCALE: r=r-m' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4° P.T. 2x4: SECURE TO BLOCK w/ (1) ib" TAPCON (MIN. EMBEDMENT 1 4") 8" FROM EACH U END and 0 18' O.C. MAX 8' CMU BLOCK or I" DRYWALL (U DRIVE PIN, 8" FROM EACH END and P.T. Ix4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER 6 IS' O.C. MAX (SEE wlNDowr000R JAMB BLOCKING 6" 055 (4' WIDE MIND MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN, HEAD 51ZE 300 SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4" MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW EACH END and m 18" O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T.2x6: NOTE: SECURE TO BLOCK w/ (2)16" TAPCON5 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIIN. EMBEDMENT 14") 8" FROM EACH THROUGH NON-STRUCTURAL MEMBER (Ix or i� 055) w/ 4" TAPGON MIN. 1 4' EMBEDMENT INTO BLOCK END and s IS" O.C. MAX or (2) DRIVE PINS, 8" FROM EACH END and 6 18' O.C. MAX WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 14" 4F SCALE: I'=I'-m' P.T.2x8: SECURE TO BLOCK a/ (2) ie TAPGON5 (MIN. EMBEDMENT I D) 8" FROM EACH END and s 18" O.C. MAX or (2) DRIVE PINS, 8" FROM EACH END and 9 IS" O.C. MAX 8" CMU BLOCK MIN, SHANK SIZE .145 2'" DRYWALL MIN. HEAD SIZE 300 P.T. Ix4 or 4'x4" MIN. Ix4 or Ix2 P.T. NAILER MIN: EMBEDMENT l 4° (SEE wiNDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT SECURE 246 2x TO STRUCTURAL DOOR CA51NG P.T. (2) 2x4: MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPGON EACH END and m 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") 8" FROM EACH PER MFR'5 SPECIFICATIONS) ENID and 0 IS' O.G. MAX NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED or (I) DRIVE PIN; 8" FROM EACH ENE) and a IS" O.C. MAX THROUGH NON-STRUCTURAL MEMBER 0x or F" 055) MIN. SHANK 51ZE .145 w/ 4" TAPGC N MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 411' WINDOW TO BLOCK (+3 %6") -- --- DOOR- JAMB TO BLOCK (+3 %6") F.T. (2) 2x6: 4G SCALE: I'=i'-m' SECURE TO BLOCK w/ (2) 4" TAPCONS (MIN. EMBEDMENT 1 49 6" FROM EACH END and 6 18" O.C. MAX or (2) DRIVE PINS, 8" FROM EACH END and UPLIFT UP TO 1,115 lb I)10d 51MP50N HT620 w/ (I NAILS TO ?RUSE 4 6 18" O.C. MAX (4) 4'X2 4" TAPCON5 INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE .300 ONTINUOUS BOND MIN. EMBEDMENT 14" UPLIFT U TO 2 35(0 lb P BEAM (2) SIMPSON HT520 EACH 51DE OF TRUSS w/ (10)10d NAILS TO TRU5'S 4 (4) I'X2 4° TAPCONS P.T. (2) 2x8: INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS (or EQUIVALENT INSTALLED PER MFR'5 SPECS (MIN. EMBEDMENT 1 4") 8" FROM EACH END and 6 18" O.C. MAX TAPGONS MIN. or 2' COVER (2) DRIVE PINS, 8' FROM EACH END and 2' APART a IS' O:C. MAX - TRUSS ANCHOR RETRO-FIT MIN. SHANK 51ZE :145 MIN' HEAD SIZE 300 5 SCALE: N.T.S. MIN. EMBEDMENT 1 4' A R C H IT E C T S Design Gro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA 4 ;DEB' 12 _ELL JAMES AR 12079 DAT : k/11/19 SC LE:1/4"=V-0" SHEET D 2 NAILING SCHEDULE ROOF DIAPHRAGM- ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED, PRE-ENGINEERED f LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS 0.5.5. or y' GDX PLYWOOD - ad RING SHANK GUN NAILS 6`4" O:G, a SUPPORTED PANEL EDGE5 AND ad RING SHANK GUN NAILS a 6' O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE ENE) FRAME USE Sd RING SHANK GUN NAILS a 4" O.G. EDGEWISE. ECURE 2x TO CMU w/ (3)Y" x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, n ANCHOR BOLT w/ 2" WASHER SET DOUBLE TOP PLATE TO STUD TOP PLATE TO STUD IN IN 5IMP50N OR USP HIGH w/ SIMPSON 5P4 (USP 5PT4) w/ 51MP50N 8P4 (USP 5PT4) ROOF DIAPHRAGM CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6° MIN. 32` O.C. MAX a 32" O.C. MAX Q EMBEDMENT) GDX EXTERIOR PLYWOOD or l32" APA-RATED 0.5.5. 645 PER MANUFACTURER'S a � 2x STUDS a 16" O.G. MAX UNLESS NOTED OTHERWISE 2x STUDS 1(o" O.G. MAX UNLESS NOTED OTHERWISE INSTALLATION 5PEGIFIGATION5) - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL a NOTE: (1) ANCHOR BOLT EDGE5 AND Sd RING SHANK GUN NAILS a 6" O.G. 6 INTERMEDIATE SUPPORTS, SEE DETAIL. LOCATED 6" FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4" O.C, EDGEWISE. TOP CHORD BLOCKING a 4" 4 BOTTOM (I) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. -0.C. MAX IN FIRST (2)FRA�1ING ', ' SPACES a EACH EN Lv EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS 0.5.5. or Y' PLYWOOD or b" ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 4' O.C. a or RAFTER "GYPSUM WALL BOARD " GYPSUM WALL BC E) PANEL EDGES AND Sd RING SHANK GUN NAILS 4` O:C. TOP d BOTTOM PANEL AND 8d RING ROOF5HEATHIN 1) 05 REBAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ TA � :5 L AT INTERMEDIATE SUPPORTS SEE DETAIL. O.C. RMED N NAILS 6 E SHANK GU L i CONC. POURED CELL P RED II II " y x 9 ANCHOR BOLT w/ 2 WASHER (LOCATION PER PLAN) SET IN 51MP50N HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a ANY MANUFACTURER. EPDXY lOR EQUIVALENT) 6 n ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX 1 ONGRETE SLAB SLAB w/ (U 10d CUT NAIL 6TUp TO BOTTOM PLATE w/ NAIIJ REQUIREMENTS Ts m II o.c. MAX 32 X lSEE FOUNDATION PLAN FOR SIZE SIDE SONS 4 (US S T4) 32 P P P P SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %a" .131 110,000 RING (16-20 RINGS PER INCH) ° ° AND REINFORCEMENT) ° a O.C.MAX BUILDIN&TE TN ° ° ° ° ONCRETE SLAB ° ° ONCRETE SLAB �—INTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR SIZE ° (SEE FOUNDATION PLAN FOR 51ZE ROOF SHEATHING LAY UT AND ENDWALL ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORGEMENU AND REINFORCEMENT) BRACING FOR GABLE EtID FRAMING AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ° XTERIOR WALL FOOTING ad RING SHANK GUN NAILS e 4" O.G. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . IN OR LBW TO INTERSECTION TERI CMU E STORY LBW W NO UPLIFT ' S N E ST0 SIN GL I GL RY L B W UPLIFT _ �� SGALE:3/4'=I'-0' D W 4B SGALE:3/4':1'-0' SCALE:3/4'a'-0' Z C ad RING SHANK GUN — -- NAIL5 a 6' O.C. IN FIELD N l7 q a PRE-ENGINEERED PRE-ENGINEERED 4 -O' MINIMUM OVERLAP FOR TOP PLATE SPLIGE ROOF TRUSS ROOF TRU55 SEGURE TOP'PLATES wl 16d GOMMONAAIL <4' O.G- 2-ROWS,STAGGERED TYP. EXT.,SHEATHING ATTACHMENT FOR ROOF 5HEATHING (O.S.B. TO BE STRUCTURAL GRADE) OP PLATE DOUBLE TOP PLATE TO STUD 1 0 1 1 U Lu W u� �Zd) =°zWu a) ZNO _ Z � N x co w/ SIMP50N 5P4 (USP 5PT4) 2x WOOD or METAL 5TUD5 32" O.G. MAX a 24" O.C. MAX 2x CONTINUOUS 5TRE55 (NOT LOAD BEARING) BLOCKING 6 MID WALL -- 2x STUD5 a 16" O.C. MAX UN S5 NOTED LE O Eq OTH WI5 ER E NOTE: 5T FLOOR STUDS TO 2Nq FLOOR STUDS x DO NOT SPLICE TOP PLATES WITHIN 6'-O" 7�G SUBFLOOR (ATTACHMENT SECURED w/ 8IMP60N OR U5P M5TA36 �4 OF ENDS OF WOOD STRUCTURAL PANEL !4' TeG SUBFLOOR (ATTACHMENT METHOD PER NAILING SCHEDULE") SNEAK WALLS. METHOD PER 'NAILING SCHEDULE') THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 WALLS AND INTERIOR SHEAR WALL5. PRE-ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUD5 a 16" O.C. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 scALE: 3/4',r_m, OUBLE TOP PLATE UNLESS NOTED OTHERWISE Z" GYPSUM WALL BOARD z GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS STRE55 PRE ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING a MID -WALL NOTE: ECURE BOTTOM PLATE TO SLAB w/ DIAGONAL BRACE a CENTER OF TRU65 SPAN or 2x4 BLOCKING BETWEEN y" x 9" ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x 5TUD5 a 16" O.C. MAX SET IN 51MPSON HIGH STRENGTH I. a x _ (4 O O.C. SHEATHING SEAMS) " a ANY A 15 O DIAGONAL BRACE TO BE A SPAN O R UNLESS NOTED OTHERWISE 7 EPDXY (OR EQUIVALENT) 6 GREATER (REFER TO TRUS5 ENGINEERING FOR LIX2cl ) 2x4 5YP "2 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT:) NAILS @ EACH TRUSS (DIAGONAL" $LAB w/ (1)10d GUT NAIL a TUD TO BOTTOM PLATE w/ 0'-0" - 30'-0' USE (1) X-BRACE -BRACING TO COVER 5-TRU55E6 32" O.G MAX 51MP5ON 5P4 (U5P 6PT4) - 32" 30'-1" - 60'-O" U5E (3) X-BRACE O.C. MAX f (1) X-BRACE 6 CENTER 4 (2) BRACES ° --- ° ONCRETE SLAB ° DIVIDED EQUALLY FROM CENTER TO END ONGRETE SLAB �' (SEE FOUNDATION PLAN FOR 51ZE a (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4' 10" NIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER 'TRUSS ENGINEERING AND REINFORCEMENT AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE fiW0 STORY, L.B.W. W/ NO UPLIFT TWO STORY L.B.W. W/ UPLIFT SHOWN w/ GMT) (FRAME CONDITION i=y75 5A 5B SAME X-BRACING REQUIREMENTS) SCALE: s/a I -m' scALE: 3/4'a'-m' WA2 TRU55 w 4 RAT-2clRUN NAILS ATTACHED TO EACH q GABLE X-BRACING INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE:I3/4'a'-0' or ILV-0" O.G. MAX B S A R C H I T E C T PH: 407-774-6078 FAx-407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III�IIII Lm■■�mo�J SUBDIV. & hOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA D E: /11 /19 S ALE:1/4"=V-0" HEET D 3 R C H I T E C T S Design oF Group LLC 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 Om � SUBDIV. 7 LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECTIONSI/ DETAILS ARCHITECT: STATE OF FLORIDA L :,-�- � • �=ram - 71 JAMEE 9 C ^' hELL N 079 Dlbk 2/11/19 S 'ALE: HEET D 4 HINGLES OR TILE (PER COMMUNITY PE S) SHINCsLkS OR I ILk NPtFz GUI" MUNI IT SPECS) REFER TO DETAIL I/D2 GABLE GATT OR BLOWN IN INSULATION (R-VALUE PER ENERGY CALCS OVER #3(0 FELT PAPER (OR APPRO ED # OVER 30 FELT PAPER (OR APPROVED XX-BRACT G REQUIREMENTS S PRE-ENGINEERED ROOF TRUSSEQUAL) EQUAL) INSTALLED PER SECTION R9 THE FBCR, 67N EDITION (2OI7) 5 OF INSTALLED PER SECTION R905 OF RE -ENGINEERED THE FBGR, 6TH EDITION (2011) GABLE ROOF TRUSS TWI57 STRAP (PER PLAN) TO AT DOUBLE L p BLE P P OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND ER R 2x4 BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS METAL DRIP EpG SCHEDULE') "HIGH SCHEDULE" (4' O" O.C. SHEATHING SEAMS) yr GYPSUM BOARD OR 2x6 SUB -BAN STRENGTH CEILING BOARD METAL DRIP EDGE - AIL VENTED 1MPSON 5P2 (US 5PT24) EVERY 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS 12 x 2" WOOD SCREWS5P ALUMINUM SOFFIT EXTERIOR BEARING STUp. � VENTED ALUMINUM SOFFIT OVER 4' lO" HIGH _ • " FOR CONDITIONS WHERE TRUSS AN (AS PER TRUSS ENGINEERING) ALL SPACER PER PLAN-)STUD'LINE-UP, USE A 6IMP50N HIOA PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO _ - 2x4 STUDS 16" O:C. IUSP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2)12d NAILS = WINDOW HEADER ALL INSULATION INSTALLED 6 MID -POINT OF''TRU5S (SIZE PER PLAN (R-VALUE PER ENERGY CALC5) 1"' TEXTURED CEMENTITIOU5 COATING MIN: s SPAN or 10'-(0' O.C. MAX N 2x5 BLOCKING LL _ - s SECURED I 2 RE d E p w/ l3) TEXTURED CEMENTITIOUS COATING MIN. -----WINDOW (PER PLAN), ATTACHMENT (PER ASTM G926) OVER PAPERBACK ATT OR'BLOWN IN INSULATION M = NAILS EACH EN s (PER ASTM 0926) OVER PAPERBACK PER MFR, SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R-VALUE PER ENERGY CALC5) EXPANDED METAL LATH, OVER APPROVED 2 LAYER WATER RESISTANT BARRIER, OVER IQ V 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT ECURE 2x4 TO DBL TOP PLATE w/ %a" x 6" = WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL METHOD PER. 'NAILING SCHEDULE" THRU-BOLTS 6 32 O.C. MAX; then SECURE GABLE - vz° METHOD PER "NAILING SCHEDULE'" WALL INSULATION' TO 2x4 w/ IZd NAILS a 8' O.C. MAX S EXTERIOR BEARING STUDS ER R BE R D or = DRYWALL L CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [SIZE AND SPACING PER NOTE #21, lR VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE iu/ 6IMP50N - OF FLOOR TRU55 (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAIO 6 24" O.C, MAX WALL MOUNT RAIL BLOCKING BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) or T* 5UBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N SHEATHING MUST NOT BREAK WITHIN MIN. FROM 2nd FLOOR LINE METHOD PER 'NAILINGSCHEDULE") M57A24 -a 32' O.G. MAX RAILING DETAIL I -4 R FRAME WALL SECTION (or EQUIVALENT INSTALLED, ' - GABLE ,ROOF PER MFRS SPECS) 4B CONTINUOUS 2x6 w/ (6) 16d NAILS 3 scALe: SCALE N.TS: BOTTOM OF FLOOR TRU55 (BOTTOM 2x6 RE ENGINEERED FLOOR TRUSS __ ---- - - IS A NAILER FOR WALL SHEATHING 7B NOTE: WA2 0 BOARD 0 HIGH GYPSUM B RD R sz STRENGTH CEILING BOARD NANqR IS W TH A CIRCULAR CR 0 65S7 PLASTIC OR METAL WEEP SCREE �'" —EMBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE IPER PLAN) OF AT LEAST 1 4 INCHES (32 MM) CONC. FILLED U-BLOCK w/ AND NOT GREATER THAN 2 INCHES (51 MM). (1) 15 CONTINUOUS REBAR PRECAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF ATTACHMENT PER MFR, PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT ICATI N 5 CIF. 0 PE �. 1 Ya' `MAX AT 6 IN (I MM) WITH GREATER THAN INCHES 6(D 4 A MAXIMUM CROSS SECTION OF DIMENSION 1011 Mw OF 2 4 INCHES (51 MM). EDGES SHALL HAVE x pX A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). - ALL INSULATION S7 0 POURED IN PRECAST R P REp ( vA U ENERGY CA SJ R L E PER E ERG G L- m I PLACE SILL (PER BLDR) GYPSUM WALL BOARD ' TEXTURED CEMENTITIOUS U 15 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER A5TM CONC. POURED CELL Nr OVER CM (LOCATION PER PLAN) THE CLEAR SPACE i0926) BETWEEN THE 4' P.T. FURRING STRIPS 6 16" O.C. HANDRAIL AND THE 8" CM WALL SHALL BE I' WOOD BASE Y' 42' KNEEWALL d LONCETE da FOUNDATAON (SEE PLAN FOR SIZE CONTINUOUS HANDRAIL a a AND REINFORCEMENT) 34" MIN, TO 35" MAX A.F.F. d XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 5IZE FRAME ON 'BLOCK WALL SECTION -HIP ROOF AND REINFORCEMENT) SIR f HANDRAIL 1 TWO STORY SCALE:3/4'=1-0 4A R TORY SCALE: 3/4'=I'-0' 16d NAILS'i 5" O.C. MAX 8" TEXTURED CEMENTITIOL S GATING MIN. (PER 0 2x4 BLOCKING EACH BRACE. TOENAIL ASTM C926) OVER A ER P PERB CK' EXPANDEDM TA METAL ONTINUOU5 2x4 w/ (4)16d NAILS a TOP INTO TRUSS wl (4) 16d NAILS @ EACH EN LATH, OVER APPROVED 2 L YES WATER RESISTANT OF FLOOR TRUSS (70P 2x4 SUPPORTS 3i " T4G SU FLOO (ATTACHMENT B R 4 E BABBLER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) ATTACHMENT METHOD PER SGHEqU LE METHOD PER "NAILING SCHEDULE" i4' T4G 51.15FLOOR (ATTACHMENT XTERIOR BEARING STUDS' METHOD PER "NAILING SCHEDULE') ad RING SHANK NAILS 6 4' O.C. [SIZE AND SPACING PER NOTE MAX INTO BLOCKING #21, UNDER CATEGORY : IMBE ON GENERAL NOTES SWEET GN)] RE -ENGINEERED FLOOR TRU55 PRE-ENGINEERED FLOOR TRU55 EMBEDDED STR P CONTINUOUS 2x6 w/ (6)16d NAILS 9 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 2x4 BRACE 48" O.C. w/ (5)12d NAILS WA (PER PL N),i WA2 15 A NAILER FOR WALL SHEATHING) EACH EN 8" GYPSUM BOARD OR " HIGH STRENGTH CEILING BOAR Z' TEXTURED CE ENJITIOUS .: CONC, FILLEDU OCK iu/ BL s' COATING MIN. l C92 > OVE E ER ASTM .:. R GI�U ° GYPSUM BOARD OR 2" HIGH (1) 15 CONTINUOUS REBAR STRENGTH CEILING BOARD NOTE: STRUCTURAL 5HEA HIND MUST NOT ONG.. FILLED BL C U- O K w/ BREAK WITHIN 1'-4' MIN, FROM 2nd PERPENDICULAR (1) #5 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE 2 SCALE:3/4'=I�-0' PARALLEL TO BLOCK TO BLOCK I A R C H IT S to T S Desi rn GrouP LLc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 SU131DIV. Sc LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049 f 00001 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA M1 DA' 2/11/19 S EET D5 A R C H IT E C T S M5TCM40 7/16' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING -- - A 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' 0.6,5. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS I: 2X6 50TTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: N.Tb. l/16' O.SB. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING x, 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF WALL SHEATHING U16' O.5B, SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 50TTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.5. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT 50TTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCON5 NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Y' 7/16' 0.55. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT 50TTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCON5 NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 J2' 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: N.TS. B ELEVATION VIEW SCALE: N.T.S. MASONRY WALL IDS Design Group "LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nN�mi ��somo om� SvsDIV. 7LAKjE OAKLAND(LOT#4 MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECTIONS/ DETAILS ARCHTECT- STATE OF FLOFUDA DA 2/11/19 S ALE:1/4"=1'-O" EET ■ NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS CONTINUOUS 2x4 w/ (4)16d NAILS 6 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL} SIMP50N MTSI2 or USP MTWI2 TO LEDGER 6 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS W/ %8 x F LAG SCREWS e 24' O.G. MAX CONTINUOUS 2x6 w/ (l )16d NAILS Q BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) LEDGER CONNECTION AT FLOOR TRUSS PERPENDICULAR SCALE: 3/4'=I'-0' NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS 5IMP50N MT512 or USP MTW12 TO LEDGER 6 24' O.G. EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS EMBEDDED STRAP (PER PLAN) RECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)1 FLOOR TRUSS DOUBLE 2x6 LEDGER r SECURE EACH KING STUD TO TOP PLATE w/ SECURED TO TRUSS w/ %8 x 5' SIMPSON SPA or USP SPT4 LAG SCREWS 6 32' O.G. MAX MBEDDED STRAP (FOR 2x6 WALL USE 5IMP50N SP& or USP SPT6) ITE (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) CAST LINTEL (SIZE AND REINFORCEMENT DOUBLE TOP PLATE PER PLAN) RIPPLE STUDS a 16" O.C. MAX LEDGER CONNECTION AT FLOOR ME KING STUDS HEADER (SEE 'MINIMUM WALL AND HEADER STUD (DP ARALLEL SCAL' (SIZE PER PLAN) REQUIREMENTS" CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTA12 1/1V O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) NOTE: PLYWOOD CONTINUOUS TO BLOCK SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS 9 TOP OF (SEE 'MINIMUM WALL AND HEADER STUD ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUIREMENTS" CHART ON FRAMING PLAN (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) OF 2ND FLOOR) ; — XTERIOR BEARING STUDS IV O.S.B. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE *21, 2X EXTERIOR STUDS PLYWOOD OVER PRE-ENGINEERED / UNDER CATEGORY TIMBER ON l GENERAL NOTES SHEET GN)] ROOF TRUSSES JACK STUD ASSEMBLY TO BE NOTE: ROOFSECURED ONE PLY AT A TIME. USE 12d CONDITIONS MAY 0� VARY i% N01 MORE THAN 1 ' O.C. STAGGERED 4 PRE-ENGINEERED FLOOR TRUSSES BEARING CONDITION (PER PLAN) ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'=I'-0' CONT. 2x6 w/ (b)16d NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2X(o IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL SECURE EACH JACK # KING STUD TO BOTTOM PLATE w/ SIMPSON 5P4 or USP 5PT4 SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LINE 5 111L1b1Vlk IIl1�ILV n llvvlb V1 1_Ilullu 11I 1 1411111E 11LL TWO STORY SCALE: 3/4'=I'-0' A R C H I TE C T S Design Grou p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ilk �IIII"'lll' ��omo0m0m SVBDIV. 7LAKIE OAKLAND(LOT#4 MO DEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: SECTIONS/ DETAILS ARCHITECT' STATE OF FLORIDA FED` 1 019 , ti* D �• 2/11/19 S ALE:1/4"=1'-0" D P PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 18) 0,0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING \\PIPE PENETRATION DETAIL cJ SCALE: N.TS. TO TOa /i ( �r, To 8' $" THICK, 3 COAT CEMENT PLA5TER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 01" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 71 —PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N S. NOTE: APPLY SEALANT AT 'IM" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION —TAKE SECOND PIECE OF FORM FLASH I 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 WRB LAYER 111, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING 'ITE SPRAY ADHESIVE CTLY TO 055 AROUND TRAT ION TOMERIC COATING 4PPROVED EQUAL) Is STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: 511DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9'I (229-MM). AS PER A5TM C1063 151. NOTE: FOR REPAIR OF TEARS IN WRB LAYER5, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU 5HEATHI WRB #1 TAPED Tc SHEATHING uw/ Wf 12 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN, HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.TS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR 5PEC5) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.T.S. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (o" 6 VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS, LATH VERTICAL LAP TO BE 1° METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING STUCCO I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL g° THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING —WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO \a WOOD SHEATHING %\/L\\\\ 5ELF—ADHE5IVE FLASHING NOTE METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-641-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB WATER RESISTIVE BARRIER A R C H I T E C T S Design Gro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nNm i E 8 N O t ca C L SUHDIV. 8e LOT: [OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA FEB f f` DATt.'y2/11/1 SC E 1/4"-1'-0" WAI ■ TEXTURED CEMENTITIOU5 -_ — WRB LAYER #1, 5TUCCOWRAP (OR APPROVED COATING - ..X EQUAL) WRB LAYER #2, FORTIF15ER BUILDING ti WOOD 5HEATHING _ PAPER (OR APPROVED EQUAL)% 8" THICK, 3 COAT X VENT CAP IS TO BE 5Et IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -DEICE HOODED VENT ATTACHED PER MANUR (5ET IN CONT. SEALANT) LAP LAYER5 OF BUILDING WRAP OVER 5PECIFICATION5 STEP FLASHING NAILING FLANGE, STOP WRB APPROX. 1 X APPLY SEALANT AT PERIMETER OF OVERLAP5 KICKOUT 1 y" ABOVE SHINGLES �_� NON -MOVABLE FRAME AND STUCCO ON ALL DIVERTER 1" MIN. w>, . , IffL SEALANT ALL SIDES y"`:': SELF -ADHERING FLASHING 5IDE5,Y4" SEALANT JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT (BLOCK) B SCALE: NTA DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING duo PAPER (OR APPROVED EQUAL) BUILDING PAPER air FELT UNDERLAYMENT ,A DRYER VENT (FRAME) OVER "QUICK FLASH" 6�o PIPE THROUGH WALL PER FBC R103- 1 5HINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FA5CIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND I/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENT5 OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" ASTM C 926-12A. FASTEN 4" o.c. MAX. C�A�VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHINGS WRB LAYER 12, FORTIF15ER LEGEND WOOD WRB LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAp IN5TALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL O WRB LAYER #2 WOOD l." AT BOTTOM OF ROOF 8 WALL 5 �"'�°KTS. -- SHEATHING —7/8 TEXTURED FINISH WOOD WRB LAYER #2 FORTIFIBER CONSTRUCTION FASTEN TO WOOD 5TRUCTURAL (FORTIF15ER BUILDING PAPER INTERSECTIONS If BUILDING PAPER (OR 8" CMU MEMBER i" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF SHER-CRETE - APPROVED EQUAL) : -$ %$" TO %8" MID -WALL — METAL LATH X X X X THICK FLEXIBLE CONCRETE WATERPROOFER or _ a , 3 COAT CEMENT WEEP SCREED -- WOOD FRAMED PLASTER _ 6" WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER WALL %$" TO 7/V MID -WALL — ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP 5CREED MASONRY BEFORE APPLYING 5ELF-ADHE51VE FLASHING 1 (PER 3/WAl) 6" 5ELF-ADHERING FLASHING TEXTURED FIN15H e MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO FRAME �y FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC R-103.1.1 / ASTM l® ELEC. METER FIELD VERIFY = 7A SCALE: N.T.S.( B 6CpLE: N.TS. C-S4 IL-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR LOCATION NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) - NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY 5EALANT AT WEEP 5CREED END TO END JOINTS ELEC.METER FIELD VERIFY LOCATION - - I' = CUT ENOUGH PROTECTO FORM 5EALANT ON TOP 4 51DE5 ONLY FLASH I PIECE5 TO COVER BOX 4" NOTE: ATTACH PER PAST EACH 51DE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE PUSH THE PROTECTO FORMRELEASE LINER AND APPLY MAKE X CUT THROUGH �— - CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLA5H 1 IN A THE PROTECTO FORM FLASH I FLASH 1 INTO THE OPENING POLYMERIC 15OCYANATE-POLYBLENE) 51NGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE t0 THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. \ EXTENDING TO NO CL05ER WOOD 5HEATHING THAN I" TO CORNER, STEP 1 STEP 2 STEP 3 Q® WRB LAYER #1, 5TUCCOWRAP APPLY 5EALANT AT TOP (OR APPROVED EQUAL) _ ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I — --- (OR APPROVE[) EQUAL) AFTER STUCCO INSTALLATION -- SELF ADHERING FLASHING APPLY E-Z BEAD ° ° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL) (5EE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D"0. SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT0. METAL LATH PENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND ' °' °' ° ° 8 6cALE: N.Ts. INTER5ECTION5 EXTERIOR APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER 12, FORTIF15ER LE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 9 BGALE:NTS. IFRAMEELECTRICAL RECEPTACLE x STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C T S Design Group LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �o�vom0vom� O V O c rC UBDIV. ee LOT: AKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA v N DA E: \;�,/11/19 S ALE:1/4"=V-0" SHE�E��T� VV A2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)` AMICO AM66-WFWC-150 - CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) q (o" SELF-ADHEREING FLASHING WRAPPED 'a CORNER OF CANTILEVER �P AMICO AM66-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. cm FIN15H LAYER (2 LAYER PEEL 8 5TICK) 6" PEEL 4 5TICK ,@ DRIP EDGE TO DECK 1 y"XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL & 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (o" PEEL 4 STICK 6 DRIP EDGE TO DECK 5UB FLOOR k--=® FULL 5HEET5 OF PEEL 4 STICK I y"XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD 4 5EALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5T UCCO 4 4a WOOD 5HEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/5" TYPE X' DRYWALL W/TEXTURED S PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %" MIN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD & 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 mCOMPONENTS PULLED , APART FOR CLARITY NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) 11A DRIP EDGE INSTALLATION %" GAP FOR BACKER ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) PEEL 4 5TICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR- �3" X 3" 2(o GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)/2` MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90- VINYL (OR APPROVED EQUAL) CASING BEAD 1 Y"XI y" P.T. OR 51MULATED WOOD (TREX) - WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 8 5TICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 8 - DECK TO CANTILEVER OPT, BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 mmeeil® #++COMPONENTS PULLED APART FOR CLARITY WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT 4" P051TIVE DRAIN WEEP 50REED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD (5HOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD 5EPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD ;BALCONY DRIP EDGE INSTALLATION 1 D SCALE: KTS- NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o 1" O.C. MAX. I - WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 12A SCALE: KTB. - CORNER BEAD (FASTENER 8 SPACING o 1" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED pIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 1(r1J SCALE: KTS, COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 (0" SELF ADHERING 4 FLASHING PEEL 4 STICK I y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Iz" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF SEALANT, I2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Y2°x3" V FLASHING FULLY EMBEDDED IN ROOF CEMENT ,i 2 X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ 'T' FLASHING A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �s00000amo� E ;8 v� E 0 C t0 L SUBDIV. & LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA �A -� It ? r,- DA 2/11/19 SF1/4"=1'-O" S E�E�T //T //� V V L.\\\ 3 ■ I I WWOOD SHEATHING WOOD SHEATHING WRB LAYER #1, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL)(OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER WRB LAYER 01, STUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING Y, GAR TYP PLASTER OTRIM BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER IX TRIM MEMBER 'a STUCCO GATO METAL LATH T APPROVED EQUAL) WOO[) SHEATHING (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER METAL LATH WRB LAYER 1, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER 1" AT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVED EQUAL) a THICK, 3 CO CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER 6"SELF-ADHERING METAL LATH VINYL lOR APPROVED EQUAL) X (OR APPROVED EQUAL) — WOOD SHEATHING FLASHING �° THICK, 3 COAT ANGLED CASING BEAD METAL LATH -A ANGLED (EXPLODED $ (EXPLODED 1" THICK, �""" "� DRIP CAP VIEW FOR CEMENT PLASTER °SELF -ADHERING FLASHING VIEW FOR s 3 COAT CLARITY) DRIP CAP CLARITY) CEMENT PLASTER \� WRB LAYER #1, STUCCOWRAP —,L WRB LAYER 1, STUGCOWRAP WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WINDOW FLANGE WINDOW FLANGE WRB LAYER #1, STUCCOWRAP (OR APPROVE[) EQUAL) (OR APPROVE[) EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (OR APPROVED EQUAL) CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING :X PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK $" THICK, 3 COAT X METAL LATH -----.'.SIDING TO STUCCO CEMENT PLASTER" THICK, 3 GOAT 1 CASING BEAD 6" SELF -ADHERING � CEMENT PLASTER 14 scaLE:rLrs. rcRoss-sEcncN� FLASHING 6 SELF -ADHERING I —� FLASHING DRIP CAP WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND@WRZAT (OR APPROVED EQUAAME, W/ BAND) WRB LAYER #1, STUCCOWRAP WOOD SHEATHING EL) 13A SCALE:NTS. WRB LAYER #1, STUCCOWRAP LEGEND WRB LAYER #2, FORTIF15ER BUILDING 4 WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) DRAINAGE PLANE 1 {' WRB LAYER #2, FORTIF15ER WOO[) SHEATHING (WRB LAYER #1, StUGGOWRAP $ THICK, 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER 11 OR APPROVED EQUAL) CEMENT PLASTER f�' (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER 02 SELF -ADHERING FLASHING WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH " X 7 Y4" LAP SIDING W/6" REVEAL WEATHER RESISTIVE BARRIER 11 (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD $" THICK, 3 COAT CEMENT 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) VIEW 1=0>� MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION a CASING BEAD CLARirr) - < STUCCO INSTRUCTIONS ' INSTRUCTIONS 6" SELF -ADHERING FLASHING WOOD SHEATHING�lT' CASING BEAD C RAISED DO NOT CAULK OR SEAL OPENING- SELF-ApHESIVE FLA5HING BAND FRAME II" GALV'D METAL "Z" FLASHING GALV D METAL Z FLASHING 1 J SCALE: rLTB. DO NOT CAULK OR SEAL OPENING NOTE- STUCCO CASING BEAD METAL LATH. LATH TO BE PER FBG R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR GALV'D METAL "Z" FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION STUCCO CASING BEAD a" THICK, 3 GOAT $" THICK, 3 COAT CEMENT 6 scALE: N.rS. CEMENT PLASTER PLASTER WOOD CONSTRUCTION BEYOND G°SFLF-ADHERING FLASHING SEALANT y<�APTYP METAL LATH SEALANT METAL LATH WOOD SHEATHING CASING WI BEAD I TO WINDOW WEATHER RESISTIVE BARRIER #I # WRB LAYER #2, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER 1 TO LAP PAPER (OR APPROVED EQUAL) WINDOW FRAME WEATHER RESISTIVE BARRIER #2 6" MIN. ABOVE TOP OF "Z" FLASHING WOOD SHEATHING WRB LAYER #2, FORTIF15ER %6" X 114" LAP SIDING W/6 REVEAL - WINDOW FRAME — WEATHER RESISTIVE BARRIER #I —BUILDING PAPER WEATHER RESISTIVE BARRIER 02 (OR APPROVED EQUAL) 6" SELF -ADHERING FLASHING f — E-Z BEAD VINYL (OR GALV D " METAL Z FLASHING / WRB LAYER #I, STUCCOWRAP STARTER STRIP PER MANUFACTURERS _ DO NOT CAULK OR SEAL OPENING — APPROVED EQUAL) CASING (OR APPROVED EQUAL) - INSTALLATION IN5TRUCTION5 # 6" WIDE PEEL SLICK (W/%a" FLEXIBLE PVC BACKER WEATHER RESISTIVE BARRIER 1 TO LAP x ROD INCLUDED) DO NOT SEAL OPENING -- 6" MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE OVER FLANGE 2X FRAMING MEMBER E-Z BEAD VINYL WRB LAYER #I, STUCCOWRAP GALV'p METAL "Z" FLASHING 2X FRAMING (OR APPROVED EQUAL) CASING MEMBER /� (OR APPROVED EQUAL), E-Z BEAD VINYL (0" SELF -ADHERING FLASHING BUILDING WRAP (W/%a" FLEXIBLE PVC BACKER ROD / WRAPPED AROUND FRAMING INCLUDED) MEMBER / (OR APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #I 3 "APPLY FULL BED OF �° SELF ADHERING FLASHING (W//a FLEXIBLE PVC BACKER ROD) E-Z BEAD VINYL (OR APPROVED EQUAL) WOOD SHEATHING 6" SELF -ADHERING FLASHING CASING (W/%a" FLEXIBLE PVC BACKER SEALANT BETWEEN %$" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE BUILDING WRAP DETAIL C ARIOYED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING @ FRAME TO FRAME TRANSITION 17 SCALE:NTB. SCALE: N.TS. A R C H I T E C T S Design Group"LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407 774-4078 www.abdesigngroup.com AA #: 0003325 ��v��omovvo� E 8 E O C S'UBDIV. 8e LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT-- STATE OF FLORID—'.fEB_ /�19 ,^ s ALE:1/4"=1'-0" WAA CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u 3GALE: NTS. (FRAME) APPLY 051 H2U (OR EQUAL)SEALANT e WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLAS TION TEMPORARILY^' ^ "'� SECURE HOU'� �' ",P UNDIE FOLD IN AT J) SLOPE INSTALL 6" 5ELF-ADHERING FLA5HING OVER NAILING FLANGE AT JAM55 EXTEND FLA5HING MIN I" BELOW SILL FLEXIBLE FLA5HING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT, EDGE OF 51LL R.O. MECHANICALLY FA5TEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 IN5TALL SELF -ADHERING FLEXIBLE FLA5HING A5 THE FLASHING AT THE SILL 31 r,r 0 NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 SELF -ADHERING FLASHING MATERIALS U5E1) DURING CON5TRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENT5. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. ~ NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6" SELF -ADHERING OVER VINYL HEAD ,G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOU5 BEAD OF 5EALANT AT JAMBS AND MEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOT5. SUPER STRETCH BUTYL FLASHING STEP 3 L_S" VERT. END DAMS REQ'D. AT EACH END OF 51LL 01Lr I MIN. TEXTURED EMENTITIOU5 COATING VIER BLOCK �15EWRAP DOWN 4 DIAGONAL CUT 4 DEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VIER BLOCK STEP 4 omvvv�J INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE 51LL AND THEN IN5TALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY 5EALANT AT ENDS OF 51LL DAM IN5TALL WINDOW PLl LEVEL AND SQUARE I MANUFACTURER5 WRI1 IN5TRUCTI APPLY MEMBRANE FLA5HING OVER JOINT 6" WIDE ADHESIVE LEX15LE FLASHING R DRIP CAP JOINT TO -WRAP BT-20XL APPROVED EQUAL) MIN. TEXTURED EMENTITIOU5 COATING VER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA `MINIMUM STUCCO THICKNESS 1 e7 SCALE: KT.S. STEP 5 L) I I'll .7 " MIN. TEXTURED :EMENTITIOU5 COATING )VER FRAME STUCCO OVER FRAME (MIN. THICKNESS g") SIDING LOOK S. FLORIDA A R C H I T E C T S Design r0u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �omoo■0�ov� SUBDIV. 8e LOT: OAKLAND LAKE (LOT#49) MODEL: 2195 (VERSION#00) PROJECT#: R5025.049/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DATO. ;�/11/19 SCALE: 1/4"=1'-O" 1 SnEET VV A5