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Home My WebLink AboutBUILDING PLANINDEX OF DRAWINGS SHEET NO. DESCRIPTION _CS COVER SHEET z a GN GENERAL NOTES 135 5) I FOUNDATION PLAN 2 DOWEL PLAN LINTEL PLAN TT'S & CAST—CRETE) 3.1 LINTEL LOADS AND DETAILS ' XXXO � — � � 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS Ifoxnes an homes.com TABLE R301.2(1) y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECiTO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' Topographic DESIGN FLOOD . Frost line DESIGN UNDERLAYMENT ' FREEZING ANNUAL LOAD (mph) effects' CATEGORY' Weathering depth' Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible I N/A Very, ary, 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), N' j REVISIONS 6TH EDITION(2017) j *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP I*3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 15T FLR. LIVING 1,452 50. FT. • BASIC WIND SPEED — VULT = 160 MPH Affalkw — VASD = 124 MPH TOTAL LIVING 1,452 SQ, FT. RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C NTRr 31213 IS SQ.FT. ENTRY SQ. FT. *I —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE: CODES PATIO 18 SQ. FT. TOTAL 1,582 SQ. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47' =4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTgRPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS D03CRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design Group—inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003326 r �I"'III"II o��oomvom� SLTBDIV. & LOT: 0 AKLAND LAKE (LOT 35) MODEL: 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA JUL 2 6 2018 DATE: 7 5 /18 SCALE 1/4"=1'-0" SHE OF' 9 0 U H m W 0 °a f °m 5 H Q wzj Y C9 W Z.0 oSCANN0 �M REcelV;p AUG 2 0 2017 pe"ItHn St. Lucie coun yent GENERAL NOTES 3. 4. 5. 6. 7. 8, 9. 10. 16. 17. 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. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS /PSF) Al SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5, BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS lPSF) B.A. ALL AREAS 10 C. ROOF LIVE LOADS C.1. *" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 8TH EDITION (2017). D. ROOF DEAD LOAD IPSF) 0.1. 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) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS x0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.I. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS. AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 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 RESWNSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 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. 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. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH ASILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER FM2.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 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). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLGORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT fA EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R902.4.1 OF THE FLORIDA BUILDING CODKESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. 2. 3. 4. 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 AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOTBEPERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017). SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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 MNCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 91 4. 5. 6. 7. 8. 9. 10. 11. 12. 11 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. _ REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN -SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCALAND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SE=._=_ SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY SULDING AND ZONING CODES. 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 R4022 3, ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/"". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). RAACAAI13V 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm=1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318INCH 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, 8TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: _ A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _ 3" �. CONCRETE EXPOSED TO EARTH OR WEATHER: 8.1. #5, W31 OR D31 AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: l�CA. #11 AND SMALLER 3/," . BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND &AMPERE. RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION SOUTHERN PINE INSPECTION BUREAU: C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA -THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A- Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGRACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. All BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R8027 OF THE FBCR, 6TH EDITION (2017). &. 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 4 AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOP =NTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS =AN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. ATHING SHALL BE STRUCTURAL GRADE'/i SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 --__ _YBEUSED. 11. Wk- -==THING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/7 CDX PLYWOOD OR 15/32" APAARATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFA;-7'URER SPECIFICATION§, 1Z MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID. BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 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 L1240. 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 (92.91M�. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" -WIN DSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/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 R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1, CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE-, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH SDITION (2017) 9n CONDENSATION LINES SHALL BEMINIMUM /" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM''/1 PVC (SCHEDULE 40), INSULATED WITH W 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 DIVERTALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) - FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-0-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - -KICK-OUTDETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS .CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-0063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, Z IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design n u Anc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II' IIII'I Lin amamma& E 8 AN W E O C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL.: 1452 Xxx00-00 PROJECT#: R5025.035/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA dw 7 c DATE: 7/25/18 SCALE: 1/4"=1'-O" SECURE STRAP TO CONC. UJ/ (2) 3/16'x2' TAPCON6 3 1/2' T' GONG, SLAB A/C SIMP5ON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHEET METAL SCREWS CONNECTION O PAD DETAIL 2 'VTR } 2'a PLUMBING ISOMETRIC (SEWER MODEL 1452 RYAN HOMES 29'-3" 1 (:PAVERSD 5 m DI HB.3 I/2' DI TYP. n ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Il �0'-0' FIN. ELEV. DI = ■ FIN. CONC. SLAB �p ■ DI 31l2' CONC, REINIFOIRCED TYP. W/ 6'xb'-WL4 x WI.4 ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON r` --� I ■ ■ WELL -COMPACTED CLEAN FILL I \\ n n rr=11 �n i I I 114 II — 11r II III 1 I N �� \ �g DI I' PVC CHASE II II FOR ELEC, ISLAND i L�=JJ \� r ■ II P I I m \\ T 1 REF II \ /a / , , • II , pl 3 I/2' CONC. W/C CONDENSATE <r SLAB �Z, ° LINE --= aaF� 1 i ice - - �1 i I ■ ■ I ii --� I �m, TUB _— _ -- — — — — — EXTEND SLAB 11/2' -- --_---� - �� .4' I rZj r BOLLARD 3' (" I 18'-8" LAv. 211_4.11 4 I =wi `v II 9A �p ep ■ PAVERS ` D1— FOR PPAVERRSSLAB N @ 4 @ F 24'x24'xl2' CONC. - I 3 1/2' -j-±j I I■ Dl FTG. W/ (3) 05 N REBARS EA. WAY 3'-4"�41@ ON CHAIRS MIN. I v DI ■ 3' COVER (2-TYP) + a` HB. f ELIPAVER U! F ■ 8 _@ NE I d Dl 4 I ■ \ I ■ � `n ■ L — ■■■ ■ ■ ■ ■ ■ ■ sk 1 i 8" 1(, 0° S 41'4'_0,, 4 <0-11 19'-4" 4'-S" 16'- 40'-0° SCALE: 1/4 = 1'-0' ELEVATION 'A" A R C H I T E C T S Design Grob �r��. FAX:407-774-4078 www.abdesigngroiup.com AA #: 0003325 1 �II'lllll'I Lm��oOo�om� SUBDIV. 8c L07 OAKLAND LAKE (LOT 35) MODEL: 1452 XXX00-00 PROJECT#: R5025.035/0000 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUl_ � � 2010 JAMESf.C_A�1'iWELL AR NN 2079 IDAT3e. 07/25/18 SC :1/4"=1'-0" S EET 1 OF 9 1 1 N C 5CALE: 1/4 = I'-0" ELEVATION 'A" 10'-0° 04 07 I r m m Q N m r N 0 N e N v A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I'llllllll �o0�vvoo� SVBDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 2 6 201 JAMESANTWELL AR N 12079 DATE: 2 5 /18 SC :1/4"=1'-0" SKEET 2 OF EXTERIOR MASONRY WALL 5RG. HEIGHTS 0 8'-V 5RG. LOAD 5RG.WALL NON-5f'21s. WALL L0TT'S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS 8/28-8-112,1/NL PRESTRESSED L-2 4'-8' 8/22-5-1I1UKO L CESSED L-3 5'-10' 8/16-6-MLIKO1L L-4 4'-(o' 8/24-641)U/101 L-5 4'-6' 8/24-54I1W101 L-6 7'-6' 8/24-6-lIAIKIl 8/24-64WK01 L-8 4'-6' 8/24-84OW101L L-9 i 4'-b' SR4-6-(I)U/(01L L-10 I 4'-6' 8/24-6-0)Ll/101L 4^STIM401111176 LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L-1 Il'-4' 8F28-154T PRESTRESSED L-2 4'-6' W+22-OB/IT RECESSED L-3 5'-10, 8F16-05/IT L-4 4'-6' SF24-05/IT L-5 4'-6 SF24-054T L-6 .1'-6' 8F24-I5/IT L-1 4'-6' SF24-05/IT L-8 4'-6' SF24-06/IT L-9 4'-6' 8F24-05/IT L-10 4'-6' 8F24-OB/IT 25-BH L-9 EGRESS OWNER'S SUITE 8'-8' CLG. 0 0. BATH 8'-S' CLG. L-S 25-SH II W.I.C. --I- 8'-8' CLG. r,----= • I ii'ii I 1 i II F I I 2-CAR GARAGE 8'-8' CLG. L-I I6'-0' X T-0' OHGD LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' L-7 25-SH GREAT ROOM 8'-8' CLG. BATH 1 W-a' CLG. FOYER 8.8, cLG 7---7 �I ENTRY L-3 PATIO L-6 5068 SGD DINING 8'-S' CLG. IlO 00 II� O II IL i KITCHEN BEDROOM 3 8'-8' CLG. *w"wftu,,.. BEDROOM 2 8'-8' CLG. 25-SH O EGRESS L-4 A R C H I T E C T S ro u rr.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 �IIIIIIIIII � ommv�o�vo� svaDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 xxxoo—oo PROJECT#: R5025.035/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHMECT STATE OF FLORIDA JUL 2 6 DATEk 7/25/18 sC :1/4"=1'-0" S EET 3 OF 9 SAFE LOAD TABLES I FOR GRAVITY UPLIFT & LA TERAL LOADS R' CPPr AAT 11-1 INTF: S SdFF I n] nE (1 RA/PT) 11CA cm- CarZAVIT'T OVER LL LINTEL LENGTH BFB P.B EP2-ze a-16-mB &-30oe &Z4 mB &-Z6 05 BF32-EB RYPE CP LINTEL) Ve ¢F8. B -aP17-fly 09 3-"'_ SI6-16 - -_ -163 BPO 15 - 666 E G 9 8p5/ 'BP28 15 95 PFS'i45 ' - �.I '09)I Z'-B' 70 3'-6' (PRECAOT) 2331 069 25LI - 46m5 61 S120 -- 15G 419O B 4 5b1 ,q.;94 Bit-_ 31m1 3'-V TO 4'-0'(PREGABT) 1966 g93 `69 G60'o = w, -� 1 4" 6 TT_: 10'94 M IBD9 6Ti 4'4 TO 4'-6' (PRECAST) 1599 Z09 349 691E -He 611 9 1 T6El 56( 31 5 vn/ 4 ,, 009. G ]ta a'-r TO e'-a• !PRECAST) Izn 66 2b Jm'JJ-' l3 36 ) 15e} '09D 1341 54 61i3 5L^ 9 _ 16. 3 ('J 5'-5'TO 64-10'(PFiECAOT) ImbP 51 z B - 162E _i1 <3 m i!L' 1F.9 105E L 603E z TIB I. c36 8.2. cmb' 5'-11' TO 6'-6' 1FNeCA9v Sena .X all _ _$1T i:9 3489 S ' 530 I YIP 9 56 2a9G - 16194 319 )5.5 BEES b'-1'tO l'-6'(PRECAST) l/3 mil T+ 564 699 5 5 lia ell 124B L 2b61 I6lS IB43 383E ]561 2534 969 . LTII b46 ielE T1 96 a4iJ 6 90 36_ 1'-T' TO 9'-4- (PfeCA57) 9'-B'T010'-6'(PRECABT) 4T I�643 36Z bd g 40 Ic52 40 5L'3 3 6 196E -09 2053 Ble EF6 2'6 3 1:f0 a 111 31_'I &)5 4164 0S 4Omb _ Im'-T TO II 4 (PRECA5T) II' -a' TO 13 m (PRECAST) 331 1 s4m 4 _ e s rz 9 DT .94 66M1 •6 29 eP . 3 9 o)L W,lI TO is-4 (PFE'CAST) no m 316 an _. IW-5' TO 14'- O'(FRECABV tl9 4a. RE - -06 \R Oct R az6 ''.R 6 R --- � an N< e. o i6- -. W-1- TO W-B' (PREVRESSEDI NR I ass l` -BD: \R_ m R 2.2 OR 12 F - Ei N2 2 -. H'-B'TO I5'-4'(PREOTREBBEDI NR �, \R elm \R a o \R r3s Ve 2.,8 AR ¢ 11 25 a=B e.. 15'-5' TO n'-A' (PREOiREB6Ep) NR 00 \R 546 o El hh 316 In,R 6m' 1S,9 NF X, I.F Il'-5' TO IB'-4' (PREBT.ff90EDJ NR ni, R NR \,c \R N2O_ 1 NR 150 L NR NR 1 OLT \- l, IN 512 h NF I511 ' 11 N2 111 LR 11 - In 1V-5-TO 21'-4'(PRE0TRE00Ep) 21'-5- TO Za'-m' (PRE6iREB0ED) NR 6c or 4 q "0 NI Mgt Nw- l 2e5 R 1391-- ZZ'-I' TO 24'-0' (FRESTRE6aED) NR _ _ � 4 4o2 -- - ''a�a Bfi... ;tsa L 2zz OC/-/,CT II_I IAITCI L. IF- LATERAL OVERALL LINTEL EN r -e-11 &1 IT 6i161( &0I B T a rt OYPE OF LINTS -B.. 56' &'I S 5 BF16 ( .,,T 14 e2 T fo, 2 1 L. B t ZT_ I 0V Bu. No RCMu 2'-0' TO 8'-6' (CAB}) 56) 6 5 3Y 4 T 4394 -,I, � 6 63 4l 6,32 _ 31- 0OI 19 ImZS Im]a IEEE %'-l' TO 4'-0' (PREOAOT) 165 1.3 lose 363 of mT OT, no, ¢ 21. 3'BO O rzlm 'l Len 6 I B I 45 D -¢ Gm b 1V _ T 11I b 60T9.. ,. ll a 4'-I• TO 4'-6- (PRECAST) 993 Be, 013 4'-T TO B'-4' CPR£CASD ID16 5 "9 Bel 156 cs ¢ l oe 1"0 e B38 3 3 3 G a 3- 3 e _n 9Il k.c 11�0 414 L _ -- 411 411 143 5'-5' TO 5'-I0' (PIffOA6T) 34s 339 6W EYP TO B'-6' (PRECAST) Shc 721 4em 135 Loll 06 2 3 9 D 11 ¢ rz 2 z -5 6'-T'TOT-W(PRECAST) 424 534 363 1,- "I 1124 lo, 113E t.A2 6 '.IS B. 21, Jane ] O 1'-7 T09'-4'(PRECAST) 591 532 E61 5 191E 91'o o4- e labs J 6 19 Al 5m 230 9'-5' T010'-6 (PREGABT) 050 Ilex 14 . I l6, [255 rz34S %''84 qml 10s 10' 1' TO II•-4• (FREG a O 4 - a ,y}B NOT TIE ¢ 410 (0+ - _l 1BD P :ea 1ED _ I= 11e 'AB s IN Ibo3 y - ens _IBB 26m 4B2 154 II'-5- TO IT -Al' (PECAB) 'AA 403 137 IV' PTO 13'-4' 0PRECA6D n 324 Ilm 1ETV t014'-m`(PRECAST) q0 41 }1 069 136E 1So 9a 190l Bob 293 Ism ]O b I e 0 113 - 1a'-r TO la•-e' (rRESTrBmem 6fa3 �0 NR tea al RE 3 19m I6 % 14'-9' TO V-4' (PI ESTRE08ED) rz4 ae i l VonNR "1 259 83 3m 968 616 96B 124m 462. Bl 4< S, 036 -6 e 3 15'-5- 70 11 -4- (PREOTR€50ED) - 19a 30b - .50E 1. 1mm_:III_ IG13 NR IN 64 7-5' TO 19.4' (PRE97REB6ED) -- 1 ---- " " - NR 4B 61 Ibb 69 a19 6'!3 B41 069 I[1l 19'-5' TO ZI'- 4'(FRE8TRE00ED) NR IZ5 4Q l2 32a _ 049 142 3Z 'la 53- 21'-5'TO a1'.m'(PREOiREB6EG) _ 31 - - 95 9 -62 540 - -- 6-2 NR 116 4s I31 '23 lit 35B ZE 513 L -1 66B T i 963 999 1 9' I} 01 22'-I'TO Z4''0'(FREsTRE09ED' -6 -626 NR 9P seen 1c1 .16 '2e. Beni 319 495 3'FRFO4ST W/2"RECE85 DOOR U-LINTELS 54FF _DADS (CBS/FT) age' allP(�C�T) G RA V I -Y uNTEL Lel 0�6 ¢5 B'N3m-O 9ki4 2 B'K6 1/ BFF [ me BRF2 280�30-¢ CG LINTEL) B'�6 BYES B B(310-I.. s355 6F34 Is 3=9m BIB 5 4'3=9 03a2 B ei626 19 '3@-15 59-: 64� r561 ' (PREGAOT) 1635 36 9 k 20b 9 k613 -qP Bmbm _9 lit IOB.d 6 59 904 IB91 196� '(PREGABTJ 494 ^9 F 9 l 1069E Ll E 36 36K k6 9 B06m Be J✓LL 966 ' (FRECA6T) B66IIb .4A'. 456 k36 l Bp6m ran 311 9 l 3 UL• (PREe40D B10 u.3 .315 A2 G 31 0 W.EH 56 B HOBO Tim 10E ` 1141 1141 136E :21 5'-II'T06'-a'Mfebbd9T). 19l WI 629 3120 9D 9� 5"B I 75 99 b93- 4, '2 56L' 1 _ 90 1459 6'A' TO T-6' (PREOASD ib9 3.-6 Bill, B 9B 00.E L ♦d Fi 6 9 9 60 3 l'-r'TO 9'-a-(PRECAST) 411 Zb 9Y_ 1560 M5� 9129 GIoo 891 Pl PPFGAST IR1/1^ RFrP55 DOOR IJ-LINTELS SAFE LOADS (LBS/FT) atlas.' L. I_ 1GT OVERALL LINTEL L K4TH '3FF6 �I¢ 3RF 0)i e-- eFF 9&Fa6-� 9EJ0-li (TYPE C LINTEL) BF56 ar 925 BRFO 1T� 69 BFEI4 :T 1 6 B6FI6 2R -'05c 0YE23 - - 9R°26-2i - ibFF30-kT Altus BP36 ROMJ 445 .4. V-6' TO 4 L4'(PPECA5T) - 905 B 1362 YD56 l I -- 4 45 l90 l6l 1164 L-� LL Ol 4-9 i0 4'-b'(FRBCABT) Bb.. 12 . 1339 -R-- _ -::. 694 693 Iml3 - n 5 1 09 il,- 1310 P34 154 la_5 3i6"' _9l ""I' 4 t i09 B ( CART) PRE �... _ - � T:i 1 4 +. 6- ab5 ./- 3sc2 s91... -. 29 mB 401 so _ ' - 5'-9' TO B'-Im' (PRECAST) -- - _ e 304 381 61B 655 tL, in rot L ,vn 2)9 LBZ 4 N 0. � z6 = 9a H 319 - Sim 5'-II' TO 6'-8' (PREU6T) - -.=im lob, Imam I. ,m 4 c- a aLEB 5% lbB 464 50 6'-9' TO T-6' (PRECAST) 5me 6r4 369 Smb L ow aE 4 Z 4 165 14 a56 - s a96B `) --. IE0 1'-7 70 9'-5' (FIMCABD I `51 - 3T0 49m ZI4 S'S 56P 012 IO .26 ASTM AG"i LINTEL SCHEDULE MATERIALS I. f'c 8' precast lintel " 4000 psi 2. f'a preatrol lintel = 6000 pel 3. Grout per ASTM C416 Pg = 3000 pat w/ maximum 3/8. inch aggregate 4 6 to it Inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength - 1900 pal 5. Rel per ASTM A( 15 grade 60 6. .Prestressing strand per ASTM A416 grade 2101ow relaxation 1. Mortar per ASTM C270 type M or S GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore Filled lintels as required. 3. Installation OF lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 12' long notcH86 at the ends to accommodate vertical cell reinforcing and grouting. D. Reference the CAST-CRETE Load Deflection Graph brochure For lintel deflectlon information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9.. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10, The exterlof surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-M or other approved coating. 11. Lintels loaded simultaneously with vertical (gravity Or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: A91211 CI Vertical load Applied horizontal load S ICI Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at rlgM.: 'm=1500ps1 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED Cl FULL COURSE 2' CLR TYP (2) "5 REBAR s s GR40 or GR60 SAFE LOAD TABLE NOTES ` I. All values based on minimum 4 Inch 1. For composite lintel heights not shown• use $of$ nominal bearing. Exception: Safe Toads for unfilled load From next lower height shown. lintels must be reduced by 20% If bearing length is 8. For. lintels !maths not shown, use safe load from leas than 6 12 inches. next longest length shown 2. N.R. = Not Rated 9. All safe loads in units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads Teased on simply supported 4. Safe loads based on grade 40 or grade SO Field span. Fees,. 11. The number in the the parenthebl6 Indicates the 5. One •T rebar may be substituted for two 05 rebore percent reduction for grade 40 field added In 5' lintels only radar. Example V-&' lintel type 8F32-15 safe 6. The designer may evaluate concentrated loads gravity load = 6472(s) w/ 15% reduct:om 6472 from thesafeload tables by calculating the (.55) = 550E plf maximum resisting moment and shear at d-away from Face of support. TYPr DE51GNATI0N 05 REBAR AT TOP MIN. 0)REQ'D 1-1/2" CLEAR F FILLED WITH GROUT / U = UNFILLED J � rClUANTITY OF 05 REBAR AT y BOTTOM OF LINTEL CAVITY U 4 = G.M.U. � z iro =1/1i LID O GROUT LQUANTITY z e5 REBAR AT BOTTOM OF -5 REBARAT TOP LOM[NAI- • • OF LINTEL CAv''SY HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 1-5/8'ACTUAL PROVIDED IN LINTEL (vARIE5) 8' NOMINAL WIDTH L TABLE No. 11 SAFE WORKING LATERAL LOADS (PILL) B" x 8" LINTELS LINTEL SAFE LATERAL (PLC) LOADS LNTEL EASE LATERAL LOADS (ELF) tool L.Bm TV. '8' 8YB' PLAIN 814. SOLID Total Lshith iyx P DOOR HEADER PLAIN W DOOR HEADER SOLID T-10' Roemer Islas Bob, 3'-e' Reemet IM 2011 3'-,. Recent 116E 230 4'-1. Rset 95o 1671 4'-1. RNOM B44 1614 4'-2' P(xax 861 521 4'-6' Pracaa 630 1266 4.4 R xe t 1B5 13% Pnook 51% 116E 4'-8' 94x,e t as 1165 11.1. Reuel 666 135E 5'-8' Prmmt 650 1111 5'-11 pre:nt Us Ili 0.8' Freoa.t BOA Si V-4' Foxe.! 634 I364 T-8' Peu4t An 181 Ree4A 02 125E B'-B' Real 3% 664 Reset 518 11n 9'-B' Fr.l 2% 535 T-0 Reeld 446 938 Reu.t 45 nu B.I. Rx.4rt 301 aM B". Pr.d 3B4 145 9'.4' Re e't 211 553 1016' Recent seen 453 11.4' Rsedet I% 620 IT-0' Precad IN US 12'-6- Rene No 5" 13'4 Freese} Is 4@4 W'.0' 99 391 14-0' NA 341 dE NA EdeNA 213 NA 116 1d-0' Re.voeed NA as 21'-4' P e tr a NA ISI 12'1 Poor." NA tlo 24'.0- Pro eveemd NA 93 NR' Not Recommended L OTT S � CONCRETE P.O, BOX 771255 WINTER GARDEN, FL 34777 PHI (A1171 rSr- P11P Nile r- NOMINAL WIDTH/HEI( r F [8/16-P-� No, OF ADDITIONAL K OR LOWER "IN I LL t.R V I I I GRNERAL NOTES: CODES III: FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R40L2 4 R606 2_ FLORIDA BUILDING CODE lRESIDENTIAL, 6TH EDITION (2011) SECTIONS 90 4 2101. 0, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC[ 38- e). )4AMERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADSFOR BUILD NGS AND OTHE R STRUCTURES (ASGE 1-10). 2 CONCRETE: 11 CONCRETE COMPRESSIVETW/STDASTRENGTH E E OATS: 2,L1. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI Z12. GROUT PER A57M TRESS REINF3000 PSI We MAX. 3/ ' P51 7,1,3. GROUT PER ASTM G416 - 3000 P51 W/ MAX. 3/8° AGGREGATE, 8' TO II' SLUMP. 2,2, REINFORCING BARB: 2,22 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 !GRADE 60) 0). 232. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM SI (GRADE 40J. 23. DETAIL RE INFO STRANDS ASTM A416 )-WIRE, STRESS 3 RELIEVED 210 KSI 24. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8' x 8 LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL UNFILLED GRANTT CAPACITY (IML (0M1 GRAVITY CAPACITY (IML elm PEST CAPACITY IML flJsJ UPLIFT CAPACITY (IML OnU BCTTC11 BAR TOP BAR GRAVITY CAPACnT -1. PRECAST (2)R (WR 424 1809 r009 6529 Sol 3-b' T-T PRECAST (2)R C)R 2415 3831 383E 46 09 4'-0' T-W PREl (ON D)'R To 2111 2111 Bills 3306 4'-6- T-' PRECAST evi (2)t 134E 2165 2165 2608 26" 4'-8' 8.4- FRECA5T S)l ID)R 113E 2011 Eon 2421 2421 5'-4' W-0' CAST WS 0)R V06 Ib51 101 IBIO its 5'-Id A4' PRECAST (2) `5 (WR %0 1423 1423 1410 loss RECAST (W14 l31R 110 120E 118E 121E N05 F-0' 5,4- PRECAST(W4 (Sin VV IEEE 113E 114E 12% v-6' i-B' 5'-r CAST (2)4 fWR 115E IIN 1BBi 1195 1 6' 6' -T PRECAST (W"4 57C 510 991 site l 1041 l B' 6 -11 PRECAST MW 518 95a IBOBN 104E B d b'-0' PfBCABi C)4 (214 518 102 9s2 9e3 ltl 112 994 .-4' 1'-0' FRECQV (W4 Uses %I sal Us mi 9.4 8'-V PRIBEAV M14 416 126 126 Ass Its 10.1. 9-1. PRECAST (2)4 354 61D bib 3B0 6T3 .4' 1Ol PRECAST (WS 35 561 %1 311 W IE 0 10'_V RECAV (2)5 teV 191 NoZ4W 211 %1 tl b 11'-T PRECAST O)5 TIT 4'.a 251 5tl B-4- 7-d' PRECAST (2)5 255 Aso 214 442 1W-0' ITHE' PRECAST (315 239 430 5e 3% N-8' 13.4- PRESTRESSED (2)4 NR 40 Be N6 S'-4' 14'-0' FRES1RE65ED (G4 µRE 319 110 401 T-4 W-0' PRE6TFBB5ED 1114 NR 2% ma 3m 9-4' IB' 0' RE01RE84ED !})5 (2)5 N.R ON BI 154 20.0' S-8' Ff88 EKED p15 (L5 NK s01 V2 131 1I.6' 70'-0' SiffbSE 1E/5 fD5 N nT1 Ill 01 Go, 210 1m'-B' SiTE53ED fE/5 f1)5 NR K4 164 Vl TICS 24 d 22'.e' 1 PRE87FZMED 1 (W 5 1 Se 5 NR. 01 132 84 03 TABLE No REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S' X 16" COMPOSITE LINTELS LINTEL LDG7N CLEAR SPAN LINTEL TYPE LNTEL 5IEEL GRAVITY CAPACITY (ol (IMu GRAVITY CAPACITY oni. (Tutu UPLIFT CAPACITY (IMt (UsU UFLFT CAPACRY (II5L CM BOTTOM BAR TOP EAR -6 i 1 0000 1009 00 ot@e PRECAST (WR (2 R 50 10000 wee 10000 4'-0' 2'-e' PRECAST (2)R (2 4261 10V0@ all 10009 4'-b' 3Lv PRECAST (2)R 1 311E 96 6592 )DODO 4'-0' 3'-4' PRECAST (2) '1? 1B44 U14 6049 V.4' 4'-0' PRECAST (2) `5 4a23 6431 441E .loco® I"i V-10' 4'-6' CAsr (2)`5 1 392E W15 3600 Use V-4- 511. CAST (])"4 (1)R 4115 4tl5 ]9B1 441E 6-6' 5'-1' AET f2Pd (L 3934 9934 ]810 415E 6 B' 5'-4' P CABS fD"4 (WR 311 3119 265E 3919 1.6' 6'3' OAST (2Y4 (2) 2917 2911 20M Sao l-B' 6.4' PRECAST (04 (2) 21% 219E 1532 2931 5.0 6-6 PRECAST (W4 OUR 250E 1501 1154 2102 B-4 1.0 PRECAST (W4 (Wit S3% 13% 1600 250E 9 4- 1-0 RECAET ❑)% (L 1965 lass 1236 2055 10 6' 94'Iffboter 1 11) 1621 I611 I 041 1695 II 4' 10'-- FRE449i (])5 rW '1455 1455 195 1504 110' RECAST O)5 (W 1335 E35 691 1379 11-0' II'-1' 1 FebwaS (W5 1151 1251 634 12BB B.4 I2.0' I FRECA9T D)5 (W 1144 1144 545 1129 14-0 11-B' PFECA6i (t)'S f1l 1101 loss 486 1012 14.8 13-a' PRESTRE08ED (2P4 (1 1419 1415 451 a29 5.43 14-0' PRESTRESSED (W-4 (2/ 129E I191 411 823 114' Ib-d PRE6TRE00EP f2/"4 (2)1 993 993 325 641 B-4 B-0' PRESTRE05ED lilt D)s % its 260 513 20 0' is TV MclT SBFV (3)11 !2)5 l29 in 243 419 2114P 20'-0' TRE00ED (2) 5 (Os 633 IS 420 22 0' 20'-9' FREVINt.o lilt fL5 591 10s 394 14.0' 22 V FWATNEEBBib (3)5 (W5 4B1 16r 330 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES. SAFE WORKING LOADS (PLF) S" X 20' COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL BTEEL GRAVITY CAPACITY (oML (InU GRAVITY CAPACITY (IML (IMU UPLFT CAPACITY O51- (I)% UMIP CAPACITY (InL D] scroll BUR TOP BAR 2'-2' PRECAST (2)R Oi) 164E DODO low Vol 1'-1. PRECAST (2)R (2) n 550E 10000 10040 coca, d b' 3'-T PRECAST (2)R fWR 414E 10000 856E Veto a B' 3L4' PRECAST (2)R IV Bros Veto TB% WOBW 5 4' 4'-0' PRECAST (W5 (WR V39 10000 5136 10000 5.10 4'-6' PRECAST (2)5 eUt 501E 67a 4661 9244 6-4 5-0V PRECAST ( )"4 (3 R 615E fill Soon Tic 6-b' 5'-1' PRECAST Ui14 (0 6250 6" BUS 65e 64 V-4' FFECAST (W "d 72) R 500 5616 344E 674 1-6' 1'-1. PRC4BT I (W4 (2)R 4312 4312 263E 1 4509 1L0' 6'.4' PRECAST (W-4 OR 4s39 4OIR 2508. 418E `1'-0' 6'-8' PREOAor E)-4 (1)1 3130 l Eno Best 8'-4' 1'-1' FRl G)14 OR 3420 3650 2016 356E 9'-4- 8'-1. PREOAOT N)14 2134 2134 W0 )BBB '-W 9'-2' PECA67 (2)4 (2)R 111E 2211 233 22H U'-4' 0'0 OAST e2)5 BEE EN 031 Ec09 Pal i 112)5 (2)5 fill nl9 90 IBB II'-2' PRECAST Q/9 (1)5 1661 1661 BNB 1101 13•4' C'-0' PRECA57 l215 (2)5 Son 150T 16 14 44 ta-o' tl-e' d PRECAST (2)5 f3)9 1399 139E 636 523 taR' 19-d' FRE6TREN5E0 11Y4 (WR 1899 189E 581 119E a 4' P.EotREBBED (2)"4 fWR 1114 IFS 5 6 )Doll n-4 v 6'-0- PREoi E9ED (24 (1)R Eel 4fi 024 Isl FREOt %ED (W5 R)3 io53 105E 105E 334 659 20- 1@-0' B'-B' PRESTRESSED (W5 fE)3 615 11 4' 10'-d PRESTRE°9ED (W 5 652 B52 Us 10'-8' STRESSED We (t)5 19r 191 251 Sol 14.0- 2T-8' PIEBTseea, 1 (1)5 l 9 659 658 216 425 TABS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PL-) 8" X 24" COMPOSITE L 1NTELS LNIEL LErY4TN CLEAR BPNV LNTEL 1TPE LINTEL STEEL GRAVITY CAPACITY ctML nnU GRAVITY CAPACITY nntnnU UPLIFT CAPACTY eInt- nnU UPLIFT CAPACITY OAL (2nU BOTTOM BAR T_ P BAR ] R !ooze, 0000 Ipow 0" PRECAST (2)R (2)R W61 )Dorm 10000 mow PRECAST f])R (])R 6135 0000 )DSOs Im0¢s 46 3-s' PRECAST (WR (1)R 50T4 Sol 0@00 male 4-8' 3'-4- PRE T (VI -_ 0)n 465E V00t %39 VllO 5.4 4'-0' FRSCAbT f3)5 (])R 765B mm00 GOES m m B-0' 4'-6' PRECAST oils Oin 613E 0008 Eros 00� 6-4 5'-1. FRB D)4 - (1)R 91di m0d0 411 NBO 6-6 W.1' cA9T (2)'4 (1)5 %Bit 1000d A48 89I 6.8' S'/' RffCAS (])4 (11R BIN %wr 4131 6410 1-6' 6'-1' PRELACY (W'4 - (t)R 6135 bal6 324] 6411 11.1.04- RREC457 (2)-4 - eG - OR boost, BON 3085 6163 eFo' 6'-0' PRCA5T (0-4 5%r 037 5361 4031 2303 2551 soil BOX9'-4' 0'-4' 1'-0' PRCAsi (W 4 OG R 1'-0' PRECAST (11'4 (E_ 3R6 3F6 198E sees -6' 9'-1. PREOA9T (2)4(1)R 2531 290E 1520 3019 11'-4' 10'-d PRECAST (W5 (Wit ]553 2553 Sit 2604 12'-0' 10'-e' PRECAST WS (y5 2306 130E 1113 229E II'-V FFKAST WS (1)5 210 2141 V1E 1m99 3 4 I2'-0' FRECABT (W5 (215 P316 last Sol 101E 14 0 12.8' PRECAST W5 (119 n1B ITS set 163E 14 8 19'-4' PREBITESSED PIPS (2 234E 234b 653 118E IS-4 14'-d' FRES b6 D f1)'4 (WR 113E 2tol, B96 ills n-S V-0' FREB EKED fW-4 -(2)R 1650 1310 1215 mil Ben tlB 464 371 34l 9B 19 IV-0' PRE6TREBSED fW5 (2)5 100 B- PREBiRE09ED N5 (2)3 114' 11.0' fTE01RE80ED (9)5 (W5 1 1062 V61 BOA "I 210' 20.V PRESTRISal !)5 (Wit Sal 994 Ss 565 241m0l 22141 PRESTRol D)5 ev5 624 E14 EBB 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYFE LINTEL STEEL GRAVITY CAPPER' (0)ciL (IMJ GRAVITY CAPACITY (IML (InU UPLIFT CAPACITY eIML (DSU UPLIFT GAFAVY (IML am 571-TOT BAR TOP BAR 3.6 T-T PR AST (2)R 1000 V000 0008 WeY$ 4-d 2'-8' PRECAST (2)R (2)R 7916 0000 MONT Isol 4-1. 3'-2'. _T_4' RECAST (2)1 (2)R 600E case mono moos 4-9' RECAST (WR (2)5 ties 0000 View VSOm 5.4' 4 e'PRECAST WS (2)R son 000E a%5 4,000 V-V' 4-6' PReCA9T 0)5 (2)R TEST call bass b008 6.4' 5-d PRECAST 0)4 (2)R 10t0@ In W 5641 IOC'09 PRECAST M (2iR cam, all 535 10000 PRECAST RE O)r4 U)5 S650 10eet oll I0000 1-d 6.2` PRECAST (ON (2) R 1408 Beat BUB 1613 1-B PRECAST (I) 4 Mn 1054 Woo si 1326 8-0 11-1. PRECAST (W "4 (21 R 6419 real 3320 6661 8-4 1.1. PRECAST (2Y4 (2)R 5%4 693E 3031 609E V. B-0' PRECAST 0)-4 (2)n 456E Blab E355 4148 I0.6' 9V PRECAST (2)14 (VI 3526 3814 Bs1 3663 II-4- V-0' PRECAST (2)5 05 52W 32M •-1521 309E 12-0' 0-a' PRECAST (W5 ( 1s!e 2530 13M 2133 12.E II-P FFECAST rW 5 (W 5 2115 216 lilt 2499 Bd' O10' RECAST (1)5 (2)0 2416 241E 10/9 1168 N. 0' IT-e' RECAST U)5 (2)5 1216 111E 93 1941 14-s' SL4' FREB1T89SED U)4 181E )seen 116 Nat 15-d' 14 IV FRE6IRESSED D)"4 0)R 2616 26V 63 1312 It 4' 16'-0' PRESTRESSED S)4 (2 R =3 2031,-B Ids] PRESTRE90ED 0) 5 E) 5 1be1 3 018 PRESTRE08ED (115 (113 149E 14% M 13M 163 2O-d' P117R 119 !t) 5 (1) 5 130E]BOB 069 0-0. ]m'-0' PREBTRESEE (W5 (2)5 121E M2 n 625 14'-l' 22'-B' FRE5TROBED (W5 (2)5 10I4 1114 - or TABLE NO REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LIrvTEL.-CLEAR LEW4iN SPAN UNTIL TYPE LNIEL BTEEL PLAN GRAVITY LA GRAVITY CAPACITY (m15InU GRAVITY CAPACITY NSL UPLIFT CAPACnY OML(IMU UPLIFT CAPACITY nMDEiff . 004O18AR iCF'8,4R PRECASTn3b fWR KI 3 D 3 6' 2 T. PRELACY (1) f) 813 IB66%5 1400 148e 4-m' 1.V PRECAST (3)1 (2)R IUI WE WEB I%3 1863 11.1134- PRECAST (2)R fWR 879 ISI I51 )Uses Mae 3 4' T (2) (2)R Bob "I al 199E 13% B 4 ATV PRECAST f f) 659 we VN) 119 1114 5 10' 44' PRECAST ( (2)R 511 ems 809 W5 966 6-4 W-V T 4 (2)R 454 T41 741 175 ON 6-6 5-2' PRECAST 1)4 (2 416 99 115 1V E6o 6-V E d' PRECAST (2)4 (2 468 6W b93 Bob 790 l.6PUB PRECAST D)4 (2)R Bar 5% 5% 525 "1 1- PRECAST ()r4 fWR 315 %8 568 499647B-0'PRECAST (2)4 1 R 3V Bob 536 452 609 0.4PRECAST !W4 SEA Berl 50T All 5%9.4PRECAST ! 4 (W1 Safi 435 316 494 0'-6.RECAST ! r fWR E45 311 3i 233 423II 4T (L (J)5 2m M. 345 l99 Billtl 0RECAST (PS R)5 AN, 161 AM Poitl 6FBC4V (])5 ( Ben 243 743 151 ]30 19 4 51 IBE BE 130 IBB 14 0 PRECAST l215 (1)9 ❑6 160 It, I-__ __ 109 5l _ TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL ENGTH CLEAR SPAY LINTEL TTPE LNIEL STEEL UNFILLED R4 G Vitt CAPACITY GRAVTY CAPACITY (IML (0N5U GA CAP ALRY flMt (InU UPR CAPACITY (IML (IMU UPLIFT CAPACITY (IML (1Mu BOiid'1 BAR TOP EAR 31-8' - Use169E ll34 4'-0' 1-8' RECAST (LR PLR ISI taE5 W a sS I06 063 E-0' CAST (2)R (2)R 047 we 020 n8 Pat 3-0' CAST (WR. (2) F? WE 1230 1130 Bffi let 3'-4- CAST CM (2)R BAB MI IoN Bass139E B.I. 4'-4' CAST (W5 1J 5% Us Bub da a b'-W V-4' CAST 0 4 (2)R Use 693 693 Bob Its T-8' W-4' CABS G)e4 (WR 315 %B %8 499 641 B'-8' T4' FRECAB (2)e4 2 316 4Bl 460 315 Us 9'-V B'-4- REGA6T (2)4 1 113 415 415 Ea 411 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3, MASONRY: 3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3,3, MORTAR SHALL BE TYPE S. 4. STRUCTURAL 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201V, SECTION R601514 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 ,-,1) #5 CONTINUOUS �8"X16' KNOCKOUT BLOCK - • - }= j000 PSI GROUT = • (PLACED IN FIELD) ", to - ' TOP BARS- I SEE SCHEDULE •.4 (1) #5 CONTINUOUS - 6 ' 7/32' STIRRUPS AT 4'-0' cc I ( ED OR WELDED) 4iR3 . BOTTOM BAR SEE SCHEDULE (PRECAST) 15, 8/16-BBS-0) #5A9 #5 PRECAST (1) #5 CONTINUOUS 'Ie, / r 8"Xis" KNOCKOUT BLOCK TOP BARS: �' :�• SEE SCHEDULE I' • (1) #5 CONTINUOUS 3 / • � ' (TIED "ORTIWELDED) RRUPS T 4 0" cc BOTTOM BARS SEE SCHEDULE (PRESTRESSED) (2) STRANDS 7/16--- l�' 7 WIRE STRESS RELIEVED .1, CABLE PRESTRESSED 8/16-S-(1) #5/(1) #5 PRESTRESSED I 3�," 3A' TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 32" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LNIELTTPE LINTEk STEEL GRAVITY CAPACITY (@ML(TALI GRAVITY CAPACITY (IML(I)AEU UPLRT CAPACITY (05L(45U UPLIFT CAPACITY (In-ONU a0MEr BAR TCPBAR E- 1•4' FRECAST l2 R (11R IBM 0000 m100 looloo 3'4' 2'-2' PRECAST (2)R Islas 10000 V/00 IOmdO T-V CASs (3) R (1) R WE IOUNm lace mm00 PRECAST (2), (W R bNO 10000 Ie009 Vs00 44' 3-4' PREGAOi fWR (3)R 6364 moo lease 010E �5.4- 41- FREG T (2) B (2)R mote bed; %Tit 0000 6 0' 4-6' FMCAST (2)3 (2) B563 losee Tons coal 6=4' 5-0' PRECAST (W4 - fWR VZOO VtlO 6VS 0600 6'-1. 5.2' FIE CAST (0 -4 (W R I0000 law 6155 to 6 6-B' 5.4' PRECAST EI4 (WR 10000 O'000 6bll I00®D 1-6' 6-2' PRECAST C) '1 (WR 8551 loads H55 a91 V. PRECAST ()4 (WR BI12 DODO 4240 849E 6'-W Fel T (W4 0)n 143E close 303 1121 e-P I.,. PRECAST (1)4 fWR 6194 10mom 35m loss 9-4' a-d PRECAST (2)4 fWR 519E 698E 2121 550E 10'4' V-2' HB.I 11,N (11R 40% 504E 2e94 424a II.4- 1 0-0- PRCAET M-5 (115 4221 4271 TO 359E tl-0' m'-3' PREOAOT (2)9 Me Brit 3119 EH9 3170 13-6' If V FREOA5T (W5 0)5 341E 341E 141E 2599 11'-11 PRECAST (115 _ (115 2N,8 )Est E. 516 14'-0' I2'_W LAST (1) 5 31 2131 100a 2260 14 4' 14'-0' PREBTf4Eb9E0 (1)4 (2) ev n 323E INN Wet 15'-4• 14-0' PRE6ITBBBED (L4 111R 22M 663 set IV 4' I6'-m' STRESSED (2) 4 (W R 2]e0 533 KE IB'-0' PREBTRE60ED (W5 (ll5 IB13 46 416 0A 20'-0' CV- IB' B' to'-0• PRESIREBEED PRESRE69ED (2), (215 (L 5 Bob16M iU 391 r (])5 Id1 34B 5 Bel 1T-0' 10'j5' PRE91RES9ED (L5 eV -B 13 l 24•-0' 11'-e' RESIREB9FD (215 (2)5 114E 21 N4 TABLE No. 10 REINPoRCINO SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6a X 14" RECESS DOOR HEADER E UNITS. IH CLEAR LPN L NIEL 1YFE L NEB )EEL GR4 TY CAPACITY f@nL rt)5u m GRA TY CAPACITY (1nL nnu UPLIFT CAPACITY tint rinu UPLIFT CAPACITY nnL r15u BOTTmI'IaaR TOP BAR 3-B 1-4 sso 2'-8' RECAST GORE (3)5 365E 40 DODO 4'-2- 2'-0' RECAST (LR (IJR 3306 43 loos; Lam• 3'-m' REC4ET n)7 (S R 3090 s 956E 4'-8' 3-4' RECAST C)R (a)R 2619 e 111E -4- RECAST (2) `5 3514 :1111454E 1Y 042 V-V S'-4' PRECAST OU-4 113E 9 2 THV W-4- FEDA9r fL4 2105 2219 8'-B' l'-4' AST DIN 2 1809 E I1% 9'RECAST (W4 1-cb 4 805 30. 8/16-S0/#5/(11#5 8 14-S14��1��5/(1) 0 I N• � . R a•.. ..TT i. 'y•e )L 9 13/16' Y� 8/32-S-(1) #5/(1) #5 ©1 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www, a bd esigngro u p.com AA #: 0003325 �I'llll'lll �om0o�omom� sysDIV. see LOT: OAKLAND LAKE (LOT 35) MODEL: W1452 XXX00-00 PROJECT#: R5025.035 000 O1 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 2DID DA�: 7/25/187/25/18 s :1/4"=1'-0" 6 t or 9 SQ.FT. CALC.'S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING GARAGE? ENTRY PATIO 1,452 393 19 18 SQ. FT, SQ. FT. SQ. FT. SQ. FT, TOTAL 1082 SQ. FT. CU51C VOLUME: LIVING 12,632 SQ, FT, EXTERIOR MASONRY WALL BRG. HEIGHTS 0 64, BRG. LOAD BRCS. WALL 0 NON-BRG. WALL COMIONBdT AND CLADDNQ WIND LOADS BASIC WND EXPOSURE FOR 3 SECOND GUSTS CALL 4 SWARE WK/DFL ZONE 180 MPH WIND � FOOTAGE DESK?NATION �TM'D' 1 112 16 0' 192' 84' 5 26.09/ -44.03 OHGD 2 20 3068 OR 36' 60, 4 30b4/ -30.64 3 Il 25-SH 38, 63' 4 32.31/ -42.62 EGRESS 4 Il E�P 38' 63' 4 3231/ -42b2 5 42 5068 5GD 14' 80. 5 28.14/ -51.09 6 Il 25-61-1 38, 63, 4 3231/ -42.62 l Il 25-SH 38, 63, 4 3231/ -42.62 8 Il 25-SH 35, 63, 5 30b4/ -51.18 EGRESS 9 it 25-SH 38, 63, 5 30.64/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY =TI`PE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEFd" IITE TREATED SPRAY DF3L. TOP N FLATE @ v m ri CABINET 2xb WOOD FRAMED s V O.C. SECTION 40'-0" 14'-10" 25'-2" 3'-7" 14'-2" 8'-10" EsM 'PATIO , 6 -0 3 -0 BM EGRESS 0 25-SH O 25-SH 0 HB 05068 5GD - - - - - N w CIR/T OOWNER'S SUITE GREAT ROOM DINING ■ 14'-O'xl3'-4' 14'-O'xl9'-4' 10'-O'x9'-0' 8'-8' CLG. @ 8'-a' CLG. i 8'-8' CLG. � I v I 16'-2" I 9'-0" KITCHEN SHOWER HEAD 6-8' CLG. ® b' 8' AFF. 0 i • 120 ■ R/T I a 3 0 2 8 5'-2" ° 4'-4" 3'-6" 4'-8" 5'-10" C 1�3'-2" 2'-8" 0" 1/1 3 _0 0. BATH ° co @ PAD OUT WALL w ° 12' AFF. e V m ri m i OPT.-� ■N R-n-�� -� m a I I LL i I i i OIIIci Ic u �� I I I 2x8 3 SH N I A/c a OWER HEAD r W.I.C. II iLL_s=F a V-8' AFF. IR-ISN LL__ _N TUB BEDROOM 3 W/H 2-8 ~ 10'-O'xll'-O' COND. /-5OLLARD i I 36'x22' 1 x `� a' -a' cLG. I ACCESS I aD ■ IC L---� • : � N 7-8" 3'-G " 4'-8" 5'-6" 3'-IO" 7-4" FOYER R/T I r---, 3-0 BF. RAG. 2-CAR GARAGE IZ4 I L___J oo 2-6 -- IR-ISH @ 18'-O'x2O'-O' ■■ _ ■■ e'-8' CLG M.T.— O 2 � LECTRICAL Q PANEL EN RY 2'-IO" PAD -OUT -a_-e' c�.- ■ 13'-2" HB I I rRuuc BLOCK I w BEDROOM 2 • GARAGE WALL I 9 12'-O'xlO'-O' S I O I6'-0' X 1'-0' OHGD — — — — — — — — — — — — BM ■■■— ■■■ ■--■ ■ ■ I 25 SH EGRESS 0 ,_8„ 16 0 l_8l 21_41 21_411 8 _0 8 _011 19'-4" 4'-8" 40' -0" FLfill P LAN SCALE: 1/4 = 1'-0' ELEVATION 'A" m 3'-2" L N w I BM A R C H I T E C T S Design Group-inc. wrvvvvvvv, rL ouav PH: 407-774-5078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �nm�n �emaoumomg SUBDIV. 6e LOT- OAKLAND LAKE (LOT 35) MODEL: 1452 XYX00-00 PROJECT#: R5025.035/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 2 D T : 7/25/18 s :1/4"=1'-0" HEET OF' SHINGLES (TYR) SCORED LINE (TYP)----\ 12 5t ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FT. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.]N./VENT SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 KIN. REQUIRED IF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 IF - ii - o �- �� ICTEXTURED CEMENTIOUS I MEN 1�1 IF ■■■ SCORED _ •C13—I - I I_I—I I —I ,—TEXTURED CEMENTIOUS COATING _ 0 0 - iI�I�I �R��ID�II �■ o 0 - o o - FRONT T IELEAT1N SCALE: 1/4 = I'-0" ELEVATION "A" SHINGLES 5 OFF -RIDGE VENT SHINGLES (TYR) 5 OFF -RIDGE VENT 12 5 BRCS. HOST. 11-01, -- ---------- - --�-5" HDR. HGT. TEXTURED CEMENTIOUS COATING PER(ASTM - — - - — - — - - - — - - — - — - — - — - - _-- j�0'-0` FIN. FLR. REAR ELF Tl SCALE: 1/4 = I'-0' ELEVATION 'A" 8'-8" 5RCS. HOST. 5RCx. HOST. HDR. HOST. I Oo'-8" HDR. HCxT. - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - _O 11 0'-0" FIN. FLR.h SHINGLES (TYR) TEXTURED CEMENTIOUS COATING PER (ASTM C92b) (TYR) O'-O" FIN, FLR. SIGHT IELE TW"N SCALE: 1/4 = 1'-0' ELEVATION "A' OFF -RIDGE VENT OFF -RIDGE VENT 8'-8' SRCS. HGT.t, _— o0'-8" 5RCS. HOST. -O" - — - — - — - — - — - — - — - — - — - — - — - — - j4(p'-8" HDR. HOST. TEXTURED CEMENTIOUS J O COATING PER (ASTM C92(o)(TYR) 0'-0' FIN. FLR - — - - — - - - —--------------------------N �O'-O" FIN. FLR_ LEFT YELL ATION SCALE: 1/4 = I'-0" ELEVATION 'A" A R C H I T E C T S 4Desgn Groupp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 xxxoo—oo PROJECT#: R5025.035/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 2 6 D k: 7/25/18 s LE:1/4"=1'-0" EET OF a O\ECTyC E>i E CONTROL DATE: 01-01-15 CONNECTOR S SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 LTA 16-IB 1400 (1) 106 x 1 IR" I -PLY, IS) 16d 2-PLY, (USP: (IO) 106 X I In" - NO Ibd OPTION) (2) META-16 lees (2) LIMA 16-IB 2600 (0) lad x 1 1/2' I -PLY, (USP: (10) IOd x I W2 MOO (14) 166 2-PLY (USP: NO Ibd OPTION) HETA-16 1810 LTA 16 615 (9) 106 x I Vl I -PLY, (5) 16d 2-PLY USP + (10) IOd x In', NO $66 OPTION HETA-20 1510 HTA 20 1615 l9) 106 x 1 la' I -PLY, (8) Ibd 2-PLY USP: (10) IOd x IQ', NO *a OPTION Of (2) HETA-20 2035 -- (2) HTA-20 3110 (10) 10d x 1 IR' I -PLY USP: (10) 101 x 112' 2500 (12) 1" 2-PLY (USP NO Ibd OPTION) 0 LGT-2 2150 LUG T-2 1915 (7) - 1/4' x 2 1/4- TITEN, 2 PLY (U6P: ELK (6) 1/4' We. LLCOO (I6) f0d U7 DETAL-20 2480 NO U6P CONVERSION FOR SIMPSON DETAL-20 OW - IOd x I I/2, I PLY MGT + 3965 MUGT 4000 (1) SAS' ATIN HIGH STRENGTH EPDXY (MIN. a' EMBED; (22) IOd TO WOOD (U5P: (2W IOC TO WOOD) IR, HGT-2 10980 LUGT-2 9365 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (I6) 10d TO WOOD (USP: WOOD (W IOd) HG7-3 10530 HUGE-3 9365 (2) 3/4' A.T,R IN HIGH STRENGTH EPDXY (MIN, V -EMBED). (16) IOd TO.WOOD (U6P: WOC`O l8J 10d) LGT3-6D82.9 3285 LUGT-3 9330 (12) 51 1/4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONO. (4) 3/8' X 5- WEDGE BOLT, WOOD 62) WI LTA2 1210 PARALLEL TO WALL 1425 PERR IDILAR TO WALL LPTA 1555 (II IOd x IHa. (USP: (10) 10d. x I Ia. VGT 4940 NO USP CONVERSION FOR 51MP50N VAT /U 5/9' A.TR IN HIGH STRENGTH EPDXY (MIN, R' EMBED), fl6)-SDS 114'X3' TO WOOD (2) VGT 1185 NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.TA IN HIGH STRENGTH EPDXY (MIN, 12- EMBED), (32)-5D5 1/4'x3" / 2 PLY MTS-12 1000 mu R ISSN 04) 1Od x I Vl' (U6P: (14) 10d x I I/2", 04) 106) HT5-16 1150 HTW 16 1660 (16) 10d x I IR' (USP: (16) IOd x I V3', (16) IOd) H76-20 450 HTW 20 2045 (24) IOd x 1 1/2' (U6P: (24) 1Od x 1 1/2', (20) 10d) H75-24 N50 HTW 24 2045 (24) 106 .1 a' (USP: (24) IOd x I I01, (20) Imd) L6TA-12 + B25 LSTA 12 910 (10) IOd USP: 60) IOd L5TA-IB ++ I235 LSTA 16 BSO (14) 10d USP. (14) 10d MSTA-IB 1515 MST4-18 1315 (14) 10d USP: (14) 106 (n 16TA-24 « 1640 MSTA 24 I150 (a)IOd USP. (I5)10d IL 115T4-30 .. 2050 M5TA-30 2140 f22) 106 U5P (22) 106 M6TA-36 + 2050 MSTA 36 2525 (26)106 USP: (26)106 H- M5 I-36 3800 KSTI 236 BOW (36) 10d x I Ia, USP (36) 1Od x I Ia, (n M6TI-48 BOSS K761 246 4250 (46) 10d x I In U5P: (45) 10d x la' H6 950 LFTA 6 1595 lB) 8d TO PLATES, (8) 8d TO STUDS (U5P: (16) 6d x I Ia" (I&) Sd) 5P4 885 SPY 4 945 (6) IOd x 1 1/2' TO 5TUD5 USP: (6) IOd x I Ill' TO STUDS A34 395 MP 34 410 (4) ad x 1 1/2' TO BEAM, (4) 66 x I IQ' TO POST. USP: (4) 8d x I la° TO BEAM, (4) Bd x 1 1/2' TO POST. HOPI 645 HHCP 2 1010 (12) 10tl x I Ia, U6P: (10) 10d x I Ia' TO TRUSS, (10) 106 X 1 1/2" TO PLATE LIDA 1340 RT 16A 21W (15) 111 x I IR' U6P. (9) II x I In' TO TRUSS, (B) IOd X I Ia' TO PLATE VGT (HDU4 4565 PLO 4A 4535 (16)-6D81/4'x3' TO WOOD, (10)-8D5 I1 16' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY (10) WSW WOOD SCREWS VGT I HDIB 4S40 TDX 10 6110 /16)-SDS I/4'x9' TO WOOD, (3)-3/4" STUD BOLTS Wl THREADED ROD, (2) NUTB/WA5HERaRLY USP: l/5' ATR MIN I" EMBED SET IN HIGH 6TRENGTH EPDXY(4) 1/8" THRU-BOLTS ABU 44 2200 6665 PAU 44 2S35 61i5 (U 5/e' ATR IN HIGH STRENGTH EPDXY, (MIN. I- EMBED) IN CONC., (IZ) Ibd TO WOOD USP; SAME AS SIMP5ON ABU 66 2300 12000 PAU 66 2535 1360 (i) 5/e' A.T.R IN HIGH STRENGTH EPDXY, (MIN, I- EMBED) N CONC,, (12)16d TO WOOD USP: SAME AS SIMPSON (n LTT19 .. 1340 LT$ 19 1205 lU 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN OCNC., (B)10d TO WOOD USP: SAME AS 51MF60N O LTT20B «+ 1500 LTS 205 1105 (1) IQ' ATR IN HIGH 6TRENG7H EPDXY, (MIN. I- EMBED.) IN CONC., HOAOd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 1Od x 1 1/2', 2-1/2" Z 0 HTT4 4455 HTT45 4465 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. I- EMBED) IN CONC, (15) SDFO X 1 I/]' NSP: (20) 166 X 2-1/V) USP HAS MORE NAIL OPTIONS: (20) IOd, (20) IOd x 1-Ia', (20) ISO x 2 1/2' z Q HTTS 5090 HTT45 5430 (1) 5/8' A.LR IN HIGH STRENGTH EPDXY (MIN. 1-EMBED) IN CONC., (26)'.bd x 2 V2' (U6P: (20) 16d X 2-1/2' USP HAS MORE NAIL OPTIONS: (26) 10d, QW II x IHn', (20) 16d x 2 1/2'HHDQII-SDS 2E+ 11010 UPHD 11 12090 (b I' A.T.R.IN HIGH STRENGTH EPDXY, MIN. 10- EMBED.) IN CONC., (24) BIDSY' x 214' WOOD 5CREW5 (USP: (24) WS3 WOOD SCREWS) HDIB 6645 TDX 0 5110 (U I/S' AD. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED) IN CONC, (3) 3/4' STUD BOLTS TO WOOD NSP: (4) U8' 5O_T5J M6HA 3.56/IIY5 3415 5330 NPM35XI2U 3165 7130 SIMPSON; lU 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6]5- EMBEDMENT) IN CM.U. TOP, (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15- EMBEDMENT) IN CML. FACE, (IWIOd TO BEAM USP: (U Ia' J-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' CIA ITW RAMSETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE(14) lI AT JOIST � C� 0 HU9C412 (WOOD) 3635 2660 (FLR) HUS412P 3060 2550 (PLR) - 5225 `ROOF) (10) Ibd TO HEADER (10) Ibd TO WOOD USP: SAME A5 SIMPSON 3265 (ROOF) Z HUC410 (CMU) II 5085 PD410 IF SOB 3175 (15) 1/4' . 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) lad TO WOOD: (USP: 06) 11 x 3' W53 SCREILS, (IO) 10d TO WOOD, = HUC210-2 (CMU) IS10 SOBS HD21O-21F 1905 3175 OW III x 2-3/4' TITEN (9 PER FLANGE) TO CMA (10) IOd TO WOOD: (USP: (18) 11 x 3' WS3 6CREUB, (10) IOd TO WOOD NUC210-3 (CMU) 1810 4000 HD210-31F IS05 3175 (15)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (U8P: (15)1/4' x 3- W83 SCREWS, (10) IOd TO WOOD LC-UM26-2-9DS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM2b-2-SOS_ (4) 516, x 4' -1TEN HD ANCHORS /2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' BIDS SCREWS TO WOOD 41GH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF (RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U6P - CIA ADHESIVE ANCI-.ORAL SYSTEMS. + 9FERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU WALE MUST BE FILLED 5O1_ID W/ GROUT, + IOd COMMON NAILS CAN EE 5U551(TU-ED WITH 10d x� 1/2' NAILS IM1' CONJUNCTION WIT A 2,"l REDUCTION IN THE ALLOWABLE -CAD. WRITTEN APPROVA'_ FROM T4E ARCHITECT a REQUIRED FOR THI5 APPLICATION PRIOR TO INSTALLATION. ++ MINIMUM EMBEDMENT INTO THE TOP Or A BONDBEAM WILL BE 5', MINIMUM EMF EDITI INTO THE FOJNDATION WILL BE I - Li I— 0 A.T.R.. A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONQ AND CONDITIONS `HAT MA" AFFECT CCNNEOTORS. TILE CONTRACTOR MUST BE RESPONSIBLE FOR YAKING SIRE THAT THE PROPER CORRO51ON PROTECTION 16 U5ED. WHEN USING 5TAINLES5 STEEL CONNECTORS, JSE 5TAINLE55 6TES- FASTENERS. WHEN USING ZPIAX / LOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZE.^ PER A5T^-4153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROC'HE ARCHITECT/ENGINEER OF RECORD PRIOR TO LSE AL'- CONNECTOR VALUES EASED ON VMFBON "WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CON6TRJCTON C-HWO9. AVD-NOHOR:NG e F45-2NING SYSTEMS FOR CONORETE e MASONRY CATALOG 1-6A5-2O:2. 2 x 12 (•2 SNP) l/16' OSB (TYP) NAIL (3) 12d 0 6'-8' O.C- TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO v-0' U.N.O. W-II 1/2' 1'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTIWz 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 FUR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FUR, LINE EXTERIOR MASONRY UTALL BRG. HEIGHTS 13'-S LoaD5RCi. WALL ® NON -BD (2) META-16 Jl J3 J5 BI 52 53 54G J4 J2 m dl r r r r r r r r r r r r r r rn IL -Tilli r. T1 11 - I1 u u n u u n u u u u n u Ili u u I1 =— _— I I I I 61-011 61_O.If .i IA4 BEM. CHOW BRACING 12' O.G. MAX, SECURED W/ (2)10d COMMON NAILS a EACH CHORD INTERSECTION (TYP) 41-011 _0;; 611 II �1_011 I I I I II I I II II II II II II II II NL J2 - - 6 7 SCALE: 1/4 = 1'-0' ELEVATION 'A' II I) I1 1I J� G Al Arc Q A5 � 4 A4 0 O@ I A3 O LL A2 Z u z Al m A2 A3 145 A6 141 AS CI GI C2 C3Cs J4 J2 ,:Z/ S (2) META-16 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esi gngrou p.co m AA M 0003325 �III'llllll LO��o�o�om� O U E L SUBDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA JUL 2 6 2DIV/ : - D : 7/25/18 s E:1/4"=1'-0" ET 6 OF 9 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE TFLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT INTERUPTER (TAMPER RESISTANT CAI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION DUPLEX EQUIPPED W/ GROUND FAULT UP W/GFI RECEPTACLE RECEPTACLE MTEPoJFTER (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 - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR -0�-6 LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE GATT. BACK-UP W/ WARDIARE $� DETECTOR INTEECTED CARBON MONOXIDE Batt. BACX.uP W/ WARDuf;m CO DETECTOR INTT:RC-ONAIECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION ANFLOOD LIGHT FEZ] DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34.691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE (3)01 THHWTHWN COPPER CONDUCTORS, (0.6 THHN/THWN COPPER GROUND IN 2" CONDUIT. TRANSFORMER BAW. 50kVA VOLTAGE: 1620A3200-240/400V NEMA 3R 200 AMP SERVICE= SNGLE PHASE 120/240 TYPE, UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDES (120/240 VOLTS) ( ) M AND METER MLO MAXIMUM FAULT CURRENT: IWW amps CAN POWER COMPANY 200 TRANSFORTIER AMP. PHONE / DATA WEATHER PROOF BOX SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 AMP ELECTRICAL. RISER PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE, IF PVC IS USED THERE 16 NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL 5ONDA3ROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CABLE/TV HEATHER PROOF Box OWNER'S SUITE 0. BATH W.I.C. I GFI 6 w/H 44' AFF D F---� LIGHT 4 wp GFI SWITCH IN ATTIC - / SPRINKLER / CONTROL / 1 2—CAR GARAGE ' 1 nt IL , I. 4 L- J I ■ GFI CLG, OUTLET I psi COACH LIGHT PATIO t W/ (� DINING GREAT ROOM F7`__� � o I I � / I -r -- I KITCHEN i� OFT. / A/C IM,!41 BEDROOM 3 � - 1 /o - u =@SD. BEDROOM 2 ENTRY:: ELECTRICAL PLAN SCALE; 1/4 = 1'-0" ELEVATION "A" IEP-0002�m 'DED. 20 AMP ■ OUTLET FOR M. WAVE �I A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup. com AA #: 0003325 � ommg0�mom� E 8 m E 0 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 XXX00— 00 PROJECT#: R5025.035/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 2 6 7/25/18 SC ALE: 1 /4"=1' — O" SHEET 7 OF, Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant: Product Op*rJ%Despn Possession Product Relief n NenuwaWrr NO" Modeler ProdutApprovel owes Ned" ofAtwabment M16edews +32.37/-42.62 +50/-60 DP Ply GOM seer 4712 Flow FL 14039.1 mwAww�+� ••••+•+ w...,..,�.,..w..r... n.,�...�w..m+..nc uadaar NIA +/-75 DP Py Gem sod" 4700Flew FL 15264.2 WA PtndGlen +29.65/38.87 +/-55 DP Py Gem seeds 47ot Flops FL 14434.1 MMa"ar Block tnssa WA WA WA WA WA WA WA Skewed WA WA WA WA N/A WA NIA nistiog mass pay +28.74/-42.62 +1-50 DP Py Gem Series 4780 FL 14634.2 +«�+ +.*..................w..«.-•..........r,��.....«,.. pftleosces +30,64/-30.64 +67.0t-67.0 ThWmTru FL5891.5 WA FarAft peon WA WA WA WA WA WA WA Goer +25.91/-31.39 +36/-42 COY 18X7Moshe 73" FL16546.4 WA rnr►...rn+�x, ..n..,v...r.r.w.r+�.+racr..w.awa twnigns Dtobetloa WA +40i40 stow uses so" 241P sortf mb FL 11964.2 WA 1WT'spommassw so Twoxis a vex tarra coke sor,ae Amw& WA N/A N/A Tamko N/A FL18355.1 ow- Revised 07/2212014 I have revieNed tiee ahm a components or ciaddini; and i hace approo ed their use in wind loads and furces specified by current code prov i,ion. Name: JAMES JOSEPH CANTWELL_Signatnre: Daign prof. ARCHITECT Cert. No. AR001 7 These products provide adequate resistance to the Date. 06/26/18 SCSI JUN 26 Nis A R C H I T E C T S Design Groupb inc. LONGWOOD, FL 32750 ✓ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � mmm0■m 0�� SVSDIV. 7LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 XXx00-00 PROJECT#: R5025.035/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA JUL DATE: 7 / 2 5 / 18 SCALE: 1/4"=1'-0" SHEET OF 9 i (U OD REBAR VERTICALLY CU 5 REBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL POURED CELL (25' MIN LAP) (25' MIN LAP) R-4.1 INWL. MIN. ;E URED CEMENTIOUS COATING 0_ w D' GMII Z w PER (ASTM C826) (TYP.) _ 4 z cl a'cMu a LK ry / IR' GYP. WL. BD. 00 CURB HEIGHT VARIES 0 WOOD BASE Q E >E F4'l In' CON-, REINF. W/ 6'xb' `= 3 V2' CONC, REIW. W/ b'x6' IAxIIIIA IAW OR FIBERMESH ON -MIL POLY ETHYLENE VAPORWI.4xWIA IIAI.F OR FIBERMEBHARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON LEAN TER'IITE TREATED FILL E 4' 4'4' TERMITE TREATED FILL z W Z 3' WELL -COMPACTED CLEAN CE88(2) 5 REBAR ON CHAIR$ EBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 1 W BLOCK •I WALL 4 AT GE RAGE WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR .I 3 V11 CGNC. PEW. W Aki' z 1144AAA WlF OR FIBVWW ON >- "L POLY ETHYLENE VAPOR `* w BARBER 0 ML-COMPACTED K - CLEW 7Efd11fE TREATED ALL , n 3 1/1' CONC, REINF. W/ 6'xb' r • • _ 3 I/2' CONC, OR PI W/ b'x6' WAXUA U. LF OR PIBEM- ESH ON WIAxIUTA UALF OR FIBEFd'TEBN ON a � PAYER 6-MIL POLY ETHYLENE VAPOR 6-MIL POLY ETHYLENE VAPOR " r EASE BARRIER ON WELL -COMPACTED BARRIER ON DELL -COMPACTED 5 REBAR ON FOOTING S I 0 CLEAN TERMITE TREATED FILL z E CLEAN TERMITE TREATED FILL 4' 4' GHAIRB BEYOND 4' 4' b' RECESS FOR PAVERS (U 5 REBAR ONG N CHAIRS O GARAGE STEP—UP EJNDER XTEND PST Ra O (2) 5 REBAR ON CHAIRS NON -BEARING ,GARAGE DOOR FOOTING - � �:�,•1,-m, PAVER RECESS 9 @ ENTRY DOOR J t1 CAL � R •I'-0° SEE MANLP PRODUCT DETAILS FOR PiEOUIRED 81ZE AND DEPTI Z OF RECESS FOR SAD. TRACK L w VARIES (1) 5 REBAR SET IN SIMFWN HIGH a-- .4 FINISH FLOOR z STIEN6TH EPDXY 6' EMBED. MIN. (2) 9 REBAR • I -STORY > (3) 5 MBAR • 2-STORY w_ K a OUT8I0E MBAR TO BE > CONTINUOUS a° a 8 , oG 9 IR' CONC, REINF. W/ 6•xb• <. 6 MILT POLY ETHYLENE VAPOR - °d._ °.. d" BARRIER ON HELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP SLAB AT S.G.D. TYP. RETROFIT FOR 11 SWLE:1.r-® A OMITTED DOWELS (RIREBAR LAP AT FOOTING KCAL : •1-� JJ SCALE. 1/2'-'-0' TIE VERTICAL MBAR TO HORIZATIONAL REBAR W/ 10• NOOK GROUTED BOND DENT VARIES PER ELEV. .d .a i CLEANCUT REQUIRED Q FOR INSPECTION z E , n 0'-01 FIN. FLR /U 5 VERr. DOWEL - LAPPED W/ BOND BEAM TIE VERTICAL REBAR (0 5 REBAR AT CORNERS TO HORIZATIONAL W/ 28' LAP MIN. `. SMEAR W/ 0' HOOK l n TYP. REBAR LAP HORIZONTAL/ VERTICAL ALINTEL CORNERS REINFORCING 0 A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �'IIIII"I�' ��ommom�0o0� SUBDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 xxxoo—o0 PROJECT#: R5025.035/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 2 D E: 7/25/18 PALE: 1/4"=1'-0" NOTE: LT NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED 4' � DO NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK ' DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER A LOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4CHEDULE DooR caslNG DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and a 18' O.C. MAX P.T, Ix4 or 'x4' MIN: mm PER MFR'5 SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �&' TAPCON (MIN. EMBEDMENT 1 4') WINDOW TO BLOCK (+Y4 or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 15' O.C. MAX or DOOR JAMB TO BLOCK (+%" or +4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, s' FROM EACH END and e 18' O.C. MAX 4A SCALE: r=r-m 4E SCALE: r=r-� MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4' NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) �r,' TAPCON ❑ DO NOT EXCEED ' DO NOT EXCEED ' (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK END and -s 16' O.C. MAX I' DRYWALL 8' CMU BLOCK" DRYWALL or P.T. 2x lU DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKMG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER -8 IV O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR Ca51NG (SEE WINDOW/DOOR JAMB BLOCKING' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT I j' SHINGLES OR TILE (PER BLDRJ (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'5 SPECIFICATIONS EACH ENE) and g IS' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'5 SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) ' TAPCON5 &TH EDITION (2011) WINDOW TO BLOCK (+l 4) STRUCTURAL 2x MUST BE ON OUT511DE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 %) THROUGH NON-STRUCTURAL MEMBER (lx or �(,' OSB) END and -8 IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' SCALE: r=r-m" (2) DRIVE PINS, 8" FROM EACH END and RE -ENGINEERED ROOF TRUSS a 18' O.C. MAX7 MIN. SHANK SIZE .145 EMBEDDED STRAP /� ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 /6 ) MIN. HEAD SIZE 300 (PER PLAN / (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I �n y 4F SCALE: I =I -m' SHIM AS NEEDED TO PLUMB JAMB. METAL DRIP EDG ' GYPSUM BOARD OR �" HIGH DO NOT EXCEED' P.T. 2x8: 2x6 SUB -BAN It STRENGTH CEILING BOARD 8' CMU BLOCK F SECURE TO BLOCK wl (2) �' TAPCONS VENTED ONC. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) "5 CONTINUOUS REBAR P.T. 2xill Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 6 IS' O.C. MAX ER PLAN (SEE WINDOWCOOR JAMB BLOCKING RECAST LINTEL FASTENER SCHEDULE FOR. �' 055 (4' WIDE MIN.) 70 PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED DRIVE PINS, 8' FROM EACH END anMFR.PER PLAN) DOOR JAMB / WINDOW DOOR CA51NG a � IVO.C. MAX ATTACHMENT PER MFR. SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'5 SPECIFICATIONS" DRYWALL MIN. HEAD SIZE .300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 j' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �" O5B) DOOR CASING P.T. (2) 2x4:BE PRECAST OR POURED IN lR-VALUE PER ENERGY CALCS) w/ ' TAPCON MIN. I 'EMBEDMENT INTO BLACK SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and s 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1is) PER MFR'5 SPECIFICATIONS) END and g 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 or NOTE: (1) DRIVE PIN, 8' FROM EACH ENE) and C92b) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 9 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS 9 IV D.C. 4C �r=r_m, THROUGH NON-STRUCTURAL MEMBER Ox or lib' 065) MIN. SHANK SIZE .145 i; w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1 i' _ LT NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 " P.T. (2) 2x6:RE TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) ' ONCRETE SLABSECURE To BLOCK w/ (2)TAPCONS DO NOT EXCEED a' 4G SCALE: r=r-m (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 8' FROM EACH ANp REINFORCEMENT) 8' CMU BLOCK END and is 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or UPLIFT UP 70 1,115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENE) and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WMDOW/DOOR JAMB BLOCKING 6IMP50N HT520 w/ (10)10d NAILS TO TRUSS 4 a 18' O.C. MAX 2 , , FASTENER SCHEDULE FOR ATTACHMENT P.T. IX (4 WIDE MIN.) (4J'XZ' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 =I -0 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BONE) MIN. EMBEDMENT I j' BATT INSULATION ADHERED To CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'5 SPECIFICATIONS7 UPLIFT UP TO 2,350 IL) BEAM (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: llOJ 10d NAILS TO TRUSS 4 (4) J'X2 J' TaPCONS -- P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) (or EQUIVALENT INSTALLED PER MFR'5�SPECS' SECURE TO BLOCK w TAPCONS w/ �' TAPCON MIN. I �' EMBEDMENT INTO BLOCK $�) R BEAM� (MIN. EMBEDMENT I J' FROM EACH d � IS' OC - END an O.C. MAX TAPCON5 MIN. or OPENING 22' x 30' MIN. �D CASING AT SIDE WINDOW TO BLOCK (+2 1 8' " 2" COVER (2) DRIVE PINS, FROM EACH END and ) ATTIC ACCESS 1 » 2' APART 6 18' O.C. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) (.-C TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3E` NTs. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D MIN. HEAD SIZE ,300 PER R801.1 OF THE FBCR 2011, bth EDITION BOARD (TYP) SCALE: r=r-O� SCALE: N.T.S. MIN. EMBEDMENT I j' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � � omoom0vov� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 )MOO-00 PROJECT#: R5025.035/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 26 7/25/18 :0CALE: 1/4"=1'-0" 1 SHEET D2 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.com AA #: 0003325 �III'lllll� o�mo0o�om� EE 8 AN W E O L C L SVHDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Go4_ 7 6 DOTE: '7/25/18'7/25/18 Ip VTCR o1 (UeEA �' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=1'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2x(o MIN, TO BLOCK w/ ---_ -_ (2))/2' x 9' WASHER SE NIG ANCHOR BOLTS w/ 2' _. B T IN SIMP60N or USP H STRENGTH EPDXY (MIN. 6' EMBEDMENT) ECURE 2x6 MIN, TO BLOCK w/ (3)Y' x 9 WASHER SE ' ANCHOR BOLTS w/ 2' T IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT _. GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=1'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. 1" MIN. PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SITE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'=1'-0' ARE -ENGINEERED TRUSS B GYPSUM BOARD OR HIGH STRENGTH CEILING OARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 5/e' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER s 32' O.C. MAX. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-V-0' (U REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS a/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design 10U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SVBDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA JUL 2 6 7/25/18 OOALE: 1/4"=1'-0" 1 HEFT D 4 SVBDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA JUL 2 6 7/25/18 OOALE: 1/4"=1'-0" 1 HEFT D 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH /a V O.C. MAX (VERT.). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLE5 W/ %$" LEG MAY BE U5ED TO TEMP. 5ECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER IN5TALLATION FASTENERS TO BE 5PACED 6 T" O.C. MAX VERTICALLY LATH 514ALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT-5 BUT 5NALL BE 5TOPPED AND TIED AT EACH SIDE. PER A5TM 01063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR 6TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIE5 TO BE (NO. IS) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLA5H 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION 5TARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHE5IVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 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 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER 5NALL 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 FA5TENER5 (CLIP5, 5TRAP5, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: N.TS. $" THICK, 3 COAT CEMENT PLASTER WRB LAYER 1*2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED la7" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.TS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITION5 USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA5H I TO THE 5HEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. TAKE 5ECOND PIECE OF FORM FLA5H 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 5AME MANNER, MAKING SURE THE OVERLAP AREA5 ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. SECTION TAPE WRB LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FL45H 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (5EE TYP WALL SECTION) NOTE: SIDE LAP5 OF METAL PLASTER BASES SHALL BE 5ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVAL5 NOT MORE THAN V (229-MM). A5 PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEAR5 IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU 5HEATHI WRB 01 TAPED T 5HEATHING w/ WI #2 OVER TOP. Wf 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ,PAPER LAP SCALE: Nib. SHEATHING RE515TIVE BARRIER DING (PER BUILDER) 1 LAP (PER MANUF. 5PEC5) CREED R 5TRIP (PER MANUF. SPECS) ICLEARANCE ANUR SPECS) ONTINUOU5 GALV. METAL _A5HING (NAIL TO ROOF RIOT WALL SHEATHING) SINGLE - DO NOT NAIL =D SHINGLES TRIMMED ER FLA5HING 5TRIP "L" FLASHING 4 SCALE: �i�. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAP5 (ROLL END5) 4 6" 1@ HORIZONTAL LAP5. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x X x STUCCO - WOOD SHEATHING 5ELF-ADWE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / A5TM C-041-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III"IIII� ��om�v0��moJ sysDIV. 8e LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 moo-oo PROJECT#: R5025.035/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT STATE OF FLORIDA JUL 2 6 DJ�E: 7/25/18 SPA -LE: 1/4"-l'-O TIVA1 $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW 5HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 %" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP KICKOUT DETAIL 5 SCALE:ltl "^'' " *^ DECEIVE 1 GOAT OF SHER-GRETE ;ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT SCALE: N.TS. PENETRATION 8 (PER 3/WAU ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP & SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY5LEND FOAM ("GREAT STUFF' OR SIMILAR) I �FLA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-GRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER #1, 5TUCCOWRAF (OR APPROVED EQUAL) WOOD 5HEATHING VENT GAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PEKE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, Y4" 5EALANT a JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' V A SCALE: N.T.S. PIPE THROUGH WALL TRUCTION SHEATHING WOOD FRAMED WALL BUILDING PAPER UNDER "QUICK FLASH" (-ANT PENETRATION ti SCALE: N.TA WOOD SHEATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #21 WOOD_ FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) a" THICK, 3 COAT CEMENT PLASTER Ys" TO 115" MID -WALL _17— WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME, KIM G llTC WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/8" TEXTURED FINISH ,@ WOOD FASTEN TO WOOD STRUCTURAL MEMBER 0 1" O.C. MAX Ys" TO %` MID -WALL WEEP SCREED -6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING -TEXTURED FINISH @ MASONRY HORIZONTAL WEEP SCREE] (FRAME TO BLOCK; D ACdl P, N.T.S- NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLO5ER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (5ET IN CONT. SEALANT) SEALANT ALL SIDES DRYER VENT BLOCK 6 B SCALE: NTb. 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 LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (5EE TYPICAL WALL SECTION) METAL LATH STEP 3 rAlffird EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: NiS. (FRAME CGNST) STEP 6 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 �omoo■o■o�� SUBDIV. & LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 M00— 00 PROJECT#: R5025.035/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA nn 2 D L : '7/25/18 **LE: 1 /4 VV A2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-IaO J CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIFI5ER 5UILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-100 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WR5 LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRAPPED DHCORNER OF CANTILEVER wPx x---- AMICO AM66-WFWC-1Sm CUSTOM CASING DEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. FIN15H LAYER (2 LAYER PEEL k STICK) (o' PEEL & STICK 'a DRIP EDGE TO DECK I Y"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK 1@ DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 5TICK 1 y'XI %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR SACKER ROD 4 5EALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG 5EAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD =**COMPONENTS PULLED —,, 1 APART FOR CLARITY TRUND DRAINAGE PLANE (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 12 (FORTIFI5EIR BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD 5HEATHING =OJT 5ELF-ADHE51VE FLASHING VINYL (OR APPROVED EQUAL) CASING 5EAD 5/8" TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H 8" THICK, 3 COAT CEMENT PL,45TER VINYL (OR APPROVED EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) CASING BEAD X 3" 2(o GA. GALV. METAL DRIP )GE SET IN FULL BED OF SEALANT, v2" 1. 5PACE FROM DRIP FACE TO TREX GAP FOR BACKER ROD 4 SEALANT �YL (OR APPROVED EQUAL) CA51NG BEAD ATHER RE515TIVE BARRIER #1 ATHER RE515TIVE 5ARRIER 12 f—DECK MEMBRANE, EXTEND OVER DRIP EDGE �3' X 3" 2l GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-841-02Ii MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A : N.TA I 13A Y" GAP FOR 5ACKE1� ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING 5EAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 5TICK) PEEL 8 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG 5EAD 1 Y'XI Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 5TICK) WRAPPED FROM 5ALCONY Y" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER 02 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D SCALE: N T8. III mCOMPONENTS PULLED APART FOR CLARITY 1' THICK, 3 COAT CEMENT PLA5TEi VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE. SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER s" THICK, 3 COAT CEMENT PLASTER CORNER DEAD FA5TENED TO 5HEATHING 6 -I" O.C. MAX. WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH ---�'- �/ '" WR5 LAYER *2, FORTIFI5ER 5UILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD C FRAME 1 F,t1 SCALE: N.TB. CORNER BEAD (FASTENER 4 SPACING T" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT SCORNER BEAD C BLOCK 1 FAD SCALE:NTA COLUMN 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE 5ARRIER #2 6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK I y2"x3" 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)/2" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE615TIVE 5ARRIER #2 EXTERIOR COLUMN COLUMN 5HEATHING 6" 5ELF ADHERING 4 FLASHING 1 y2°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, /22' MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING 5EAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER ITHICK 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE 5ARRIER #2 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE56CRIE5 ONLY) BALCONY DRIP C� COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 v6 N E 's C SUBDIV. ee LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 moo-oo PROJECT#: R5025.035/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA JUL *TE: - /25/18 33CAT : 1/4- 1'-0" SHE�ET� �� V V A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 11, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW *,,,jFRAME, NO BAND N.T.S. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8 THICK, 3 COAT VIEW F CEMENT PLASTER CLARITY) WOOD CON5TRUCTION BEYOND WOOD SHEATHING WEATHER RE615TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 %" X 1 Y4" LAP 51DING W/I" REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S IN5TALLATION — IN5TRUCTION5 DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CA51NG BEAD SIDING TO STUCCO C BLOCK TO FRAME TRANSITION 2/AI C. \ITQ WOOD 5HEATHING WEATHER RE515TIVE BARRIER #I WEATHER RE515TIVE BARRIER 12 %° X I /v' LAP 51DING W/C REVEAL 6" 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL IT FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (Wl%s" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %$" THICK, 3 COAT CEMENT PLA5TER WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15EF BUILDING PAPER (OR APPROVED EQUAL METAL LATH 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 61'5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING TWRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ?G METAL LATH WOC)RD� g" THICK, 3 COAT 4RITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLA5TER 6 "5ELF-ADHERING FLA5HING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 13B SCALE: N.TS. 6" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S IN5TALLATION IN5TRUCTION5 6" SELF -ADHERING FLASHING - 11 GALV'D METAL °Z" FLA5HING DO NOT CAULK OR SEAL OPENING a GALV'D METAL "Z' FLA5HING WOOD CON5TRUCTION BEYOND (o" 5ELF-ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 TO LAP (o'MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z' FLA5HING 6" SELF -ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER #2 SIDING TO STUCCO C FRAME TO FRAME TRANSITION LFGF!Nn DRAINAGE PLANE (WRB LAYER #11 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO E 4 WOOD SHEATHING as SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.7.1 / A5TM C-,541-OcJ/ MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -Y4' GAP TYP CASING BEAD TO WINDOW IX TRIM MEMBER o 5TUCC0 TO 511DING TRANSITION_ SIDING --i )'a' GAP TYP CASING BEAD TO TRIM 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO � CASING BEAD 1 `t SCALE: N TS. f CRDSs-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLA5TER 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD l.iL_H1�I I f / CASING BEAD C RAISED @37ALE NT BAND FRAME METAL LATH \ /5EALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WINO^"' Car' WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 5TICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2- (Wl%8" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP � Z BEAD WINDOW CASING t I WIALE: N.TS. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLA5TER $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" 5ELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'lll'lllll L pmm0■OmOmJ E 8 v� �E s So L i SUBDIV. Be LOT: OAKLAND LAKE (LOT 35) MODEL: 1452 moo-oo PROJECT#- R5025.035/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA JUL 26 D E: 7/25/18 AT 1 /4"=1' — o I' V V A4 CUT HOUSEWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 1 u SCALE: N.TB. (FRAME) APPLY 061 H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR TEMPORARILY r-^' n I'p SECURE HOU: ' �' "P UNDE FOLD IN AT J, SLOPE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �SHING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED -DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL _MIup�11 NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. (0" SELF -ADHERING i OVER VINYL HEAD lG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP 01L'r 1 'MIN. TEXTURED -EMENTITIOUS COATING >VER BLOCK APPLY 3/s" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS APPLY TO BACK 41LING FLANGE IN -PUNCHED HOLES OR SLOTS, SUPER STRETCH BUTYL FLASHING . ...ND DAMS REQ'D. AT EACH END OF SILL JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 01hr u INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTIi APPLY FLASHING C 6" WIDE :LEXIBLf :R DRIP .TO-WRA %PPROV g" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STEP 5 g" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS $") (MIN. THICKNESS 8") (MIN. THICKNESS 8") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. INIMUM STUCCO THICKNESS 1 NOTE: SCALE: N.T.B. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design rou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"III"I �oamvOooJ E m E 0 cc SVBDIV. & LOT: OAKLAND LAKE (LOT 35) MO DEL: 1452 XXX00-00 PROJECT#: R5025.035/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- JUL 2 6 7/25/18 SCALE: 1/4"=1'-0" 1 SHE�E��T� VV A5