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HomeMy WebLinkAboutBUILDING SITE PLANSqqb _ 61 ST, LUCIE COUNTY BULL I REVIEWED FOR COMPLIA C REVIEWED BY PLANS ANL7 vtnr•u' '- WILL BE MADE SITE OR NO INSPECTION ) INDEX OF DRAWINGS SHEET NO. DESCRIPTION 6-3 CS COVER SHEET 8 0 o GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXX 0 0 - 0 0 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS i okil N IH kxnes a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed' Topographic DESIGN .Frost line DESIGN UNDERLAYMENT n FREEZING ANNUAL LOAD (mph) effects' CATEGORY' Weathering depth` Termite` TEMP' REQUIRED" HAZARDS INDEX TEMP' N/A 160-C N/A Negligible N/A Vearyvy 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), REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY - RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE - VB 157 FLR. LIVING 1,633 5Q. FT. • MIN. INTERIOR FINISH - CLASS C •BASIC WIND SPEED - VULT = 160 MPH TOTAL LIVING 1,533 5Q. FT. - VASD = 124 MPH ENTRY 22 SQ. FT. - RISK CATEGORY II LANAI 200 SQ. FT. *EXPOSURE CATEGORY - EXPOSURE C GARAGE 4115Q.FT. •1-STORY RESIDENCE - • 2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,466 SQ. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15,94-1 5Q. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH (ELEVATION A) W/ LANAI 50'-0" 56'-0" 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 INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED 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. CANNED, AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN BY 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. BILE Copy A R C H I T E C T S Design Gr®u INC. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �mm0■o■v�� E 8 W E O t C L SUBDIV. 7LAKE OT:OAKLAND (LOT 2 MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA y' DATE:' 2/5/19 SCALE: 1 /4"=1' - 0" SHEET s OF U MAR 0 7 2019 ST. Lucie County, Permitting 8'L, u' wurrzy, Pern GENERAL NOTES CONCRETE , r A R C H I T E C T S 3. 4. 5. 6. 7. 8. 9, 10, 13. 14. 15, 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) A. 1. SLEEPINGROOMS 30 Al ATTICSW/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.S. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.1. ALLAREAS 10 C. ROOF LIVE LOADS CA. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.A. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0,18 E.S. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 R GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.A. GUARDRAILSANDHANDRAILS 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 RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 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 R3012.1.2OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R31222OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 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 FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 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 R702A.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 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 NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO. BE PROTECTED BY NOT LESS THAN %.INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS; AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 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 TESTINGRESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION, AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, 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 %z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COL)) Y BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY DY 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, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE. ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3W. 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), MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4, MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %, INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CIVIL CELLS SOLID WITH GROUT ATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. B. 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, ACI315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 225 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.7810/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE. FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB; BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH A" B. CONCRETE EXPOSED TOEARTH OR WEATHER: B.I. #5, W31 OR 031 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 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 NFPA70, NEC 2014 EDITION. 2, ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OFTHE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 0.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-200p 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 STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 11' CD(PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER& AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' COX PLYWOOD OR 15/32-APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16.ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE ''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR.1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. IZ MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 11 PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14, AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 16. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 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. I @ 16" O.C. I @ 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 l"PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, ' PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ' CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %d' 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). & FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: _ A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-106311A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -• PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS •- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 S. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (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 AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1e CONTROL DATE: 05/18/18 4Desi n Grou . INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIII"'ll L o0000�vvoJ SUBDIV. & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833- 01 PROJECT#: R5025.020/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D A,rrE: 2 /5 /19 SCALE: 1/4"=1'-0" SHE�ETT U JL �y OF° SECURE STRAP TO GONG. W/ (2) 3/16'4' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL 3 1/2" THICK SECURE STRAP GONC. SLA5 TO UNIT W/ (2) "Bxl 1/4 SHEET METAL .5CREWB A/C CONNECTION TO PAD DETAIL 1/4'x3'I STL. POLE ON 1/4"W 01A. BASE (2) 1/2"1 A.B. a BOLLARD DETAIL I1 1 STUDOR AUTO-VE'PR i r I 2'� �21 '13 1. L STUDOR I 1 AUTO -VENT 3 KITCHEN SINKS 2'JI AUTO VENT I � WASH LAV's i Y 3 211 21 �21 2' 2 WCr I 31 41 3 _ 3 El INWARD CLEAN -OUT OUT -WARD CLEAN -OUT 4' PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES L�.ur.1 20'-0' 4' 9'-8' g'_8" 41' `r Le PA RS EDGE LINEPA S EDGE LINE L -i L -1 v @ 24'x24'xl2' CONC. FTG. O W/ (3) 05 REBARS EA. d) ' WAY ON CHAIRS MIN. 3' 6p COVER (3-TYP) B -3 1/2'* TYPDI . ■ ■■ ■■■ Ism ■ ■ no ■ ■ ■ @ m I II i li iI i TUB/ li i I D I D 1 i ii SHIUR Ii i D l 31' I {o/ N L`sa JJ C3 O' CONC., REINFORCED r _ S ■ W/ 6'xb'-WI.4 x WIA ■ 1 ON b-MIL POLY ETHYLENE �f-= DI 0 VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED _ n,[`jr� N ■ CLEAN FILL F I OL0'-0' FIN. ELEV. I TYP. FIN. GONG. SLAB 21'-4" l 1/2' l'-101/2" 6 5'-5" 14'-3" ■ N r N N @ I _ ■ _1 I ■ cJ x/1 3/4' % CONDENSATE — A/CYr,` LINE al SINK I I 111 Ii2' \\a\ ■ ■ '^`--L n N I` ill '---------------------- ci.-� ii I II DI \, �\ V- SGONC. LAB 1 I' PVC CHASE i i i 4' FOR ELEC. I I III d WH b I GOND A a�a ■ I �, I ``----- m I-.60X34 SHOWER EXTEND BOLLA P N . I SLAB 1 1/2' 3'-I" 2'-II' I "' � I ■ 61 011 23'-6" 3'-2" 3'-3" 13'-5" 3'-6" 7 D1 m DI -SA 6' RECESS SLAB DI I D1 S �+l m FOR PAVERS _ 3'-411 I 14'-6" 12'-4" 24'x24'xl2' CONC. ■ I 30'x3O'xl2' CONC. I FTG. W/ (3) "5 ■ ■ FTG. W/ (3) is REBARS EA. WAY 1 REBARS EA. WAY I 8 I ON CHAIRS MIN. ON CHAIRS MIN DI 3' COVER L — — — — — 3 COVER L — — — — 0 - (PAVERS 1 E3. In m PAVER EDGE LINE 4 4 2-0 4'-8' '-0' 2'-3' 16'-0" 2'-3° 9'-0' 20'-6" 50' -01 SCALE: 1/4 - 1'-0' ELEVATION 'A' A R C H I T E C T S Design 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 20) MCIDEL 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D 'E: 2/5/19 1� tl I 12'-2" IS'-10' 20' -2' ®WEL PLAN SCALE: 1/4 = 1'-0' ELEVATION "A' 19'-3' c0 - I � r v I m cv i r- o� I I N I m m I m m , A R C H I T E C T S e/Design GroulTINC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII"'ll �ov■o�0vov� E 8 E i T i SXJBDIV. 8e LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833- 01 PROJECT#: R5025.020/0000-4 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORDA JA212 NTWELL m22 TE: 2 /5 /19 ALE: 1 /4"=1' - O" HEFT 2 OF WALL LEGEND S'-S' BLK BRG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR 2x4 WALL 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY BPECIFICATIONS. REFER TO TABLE N/53 FOR MINIMUM REQUIREMENTSFURRING INTERIOR NON —BEARING AT MASONRY' WOOD FRAME WALL: 2x4 ® eo 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O L0TT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-(o' 8/22-64MUKO)L RECESSED L-IA 5'-10' 8/16-5-mu/lm)L L-2 5'-10" 8/24-8—CUU/(0)L L-3 I-l'-4' 8128-8-(I)UKI)L PRESTnSSED L-4 4'-6' 8/24-54L)LIK0X L-5 4'-6' 8/24-8-1UU/C01 L-6 V-4' 8/24-8-CIXUCUL L-6A 10'-6' 8/16-8-0)LIKUL L-65 10'-6' 8/16-8-0)UMlX L-6C 10140' 8/I6-S-lLU/C1 L L-6p 10'-6' 8/16-S-0UUMM L-i l'-S" 8/24-S-CUUKI)L L-8 5'-10" 8/24-5-lUU/10R. 41ftZT-<49l6Yllf LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' 8F22-05/IT RECESSED L-IA 5'-10' 8FI6-05/IT L-2 5'-10' SF24-05/iT L-3 17'-4' 6F28-I5/IT PRESTRESSED L-4 4'-6' SF24-05/IT L-5 4'-6' 5F24-05/1T L-ro 9'-4' SF24-I5/IT L-64 10'-6" SFI6-15/IT L-65 10140' 8FI6-I5/IT L-6C 10'-6' SFI6-15/IT L-6D 10'-6' 8Fi6-I15/IT L-'I 7'-6' 8F24-IB/IT L-8 5'-10' SF24-015AT L-6G L-6B LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A" A R C H IT E C T S Design Grou INC. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIII"' �000a00vvv� IE 8 E O C I SUBDIV. & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DEB 0 � 201 SkALE: 1/4"=1'- O" SHEET 3 OF SAFE L®AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 5"PRECA57 U-LINTELS 64FE LOADS CLSS/FT) `,�+`C�a*a' GRAVITY OVERALL LINTEL LENGTH SB D 5.1 �5 Fily E3 BF1m-00 CFrz4-mB BP[8-00 BF32-0B (TAPE Or LINTEL) s'B 23 :aFB e I B-R B ere n --61 8054 SSCZ Imal 6'(PRECAST) 3m69 all ) F&I 4E�0 5961 T936 5 8101 3' 1"TO P-O'(PRECAST) 11,,"bl a 159- 2691 i9E_ '.._ 1 60.5 _ _ 211D _ ___ _ 611 lc"l c.l' T �- ... 04 6 (PRECA6D - 3-8:% 4� 6 L53 _ __ _ _ _ _ ©9 - -.-_. _ 6224 191 .%yIB9 1- 349 43T5 I k.E-1 -- -___ I .1 �5e1 :.6a --__. __ BE12 �1.3 Imi9L: :66E -__- B69 ' i?-9 -_- 4, �, i0 5'-4° ( CAST) PRE 63 I'mc ' 3D9D I Bills 'E31 -54'. lPi9P. "34'... i39 8_55 3a ll9 1 " Da 34 li 5' 5" TO 91-10' (PRECAST 166E 'Da -_- I4S. - -_ R6:_ - _ -0366 343D {r - ------.. 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NR -- 21 Z vR NR NF JARS 9• TO 1V-4'fPREeTRE88EW NR 1 @ ' t2e .9 _ sR - 1 3_.. nR - --- s� - ne �R __ " _ .53 va _._ r 1 4" 16'-5 O i (FREeTREBBFA) NR NR �r< -0 { 3PD : NF S<d - - 356 Nr` T 132E nF 6a9 \f4 1549 -0Ti nR 5 TO 9 11'- 4'(PREBT,RECBED) NR -- 35 2G 159 NY 103- Mc E2 NE IA 155 I� nb VR 19'-9' TO 21'-4' (P TR@ P) NR ,h' nR _lam xm s'B �ii B4s \R 11 N,i n5 \R4 SEE _ . NF. NIl 21-5 Ton -0 (PRESTRESSED) NR _- Ib ___ ---I 3 -___. 0 >0 l¢4 ES .k -- - �¢o -' IRE I394 `JR n'-I•T024'-01 (FrgBTRE69ED) NR p:_ 00 SD &l4 --EE4 01, In SAFE LOADS (LENS/FT) a- -RECAST _14 INTFI 3 UPLFT LATERAL OVERALL LINTEL LENGT. ey-rt 1 CG2 IT ILL IT EF m T lT 4.11 ell o IT 5-32 -T (TYP5 OF LINTEL) ur, all - AM2 a16 +i-_ aFzm all Er24-zF_ I Ere al EF32:. eue aFs Renu 2'-B' TO 3'-6' ( PREC'A6T) L9 E9 136E 165 3d 5Z4 35a4 36Lm 4394 385 -3 5 3- 4' 1 613'• 61 ' 53Z5 106; BOOB - Ea-9 cle 10a4 15BB a-T" TO W-V (PRECAST) - - ills l6B 1309 110 660_ Be 4v'9 62is 6U'l9 4'-' TO 4'- 6'fPRECABT) la0- 3640 2 O - 5 <643 111 ,l9 832 591 101E 424E r Y,___ l_01 33I5 _411 101E -IS 221E 1E E 3399 3961 450 4'-T TO 5'-4'(FRECABT) 411 111 TO 5+10' (PRECAST) 909 1561 20.0 I. VOI %20 Ala E 3<0 339 616 -^ i;? - ^- z5v - - _ 036- 11060 2'19H 32�I Sll1 5'-II' TO 6'-b' (PREC40i) n01 "1 490 d NIfOI 3T9 l 0b 6 2 26 B 32 B 6'-l'T01'-6'(PRECAST) l 9 14 Ill _ Jr - -1 20 2 E le< CET 322B = 424 534 969 BT) T.T TO 9-P(PREOA 59 5 Ell 31E: 96 bon Ii 969 4I 113- 1 l6H 326 59 230 -. Ill10- 6' ' (PRECAST) 5 y 95 05 18a H m � .Y. I 1 55 - 234E Sa_ 204 401 lam -- 10'-1'TO II'-4'(PREC167i 260 453 16d 4 66 m 2 -'L 3 F36 vaT 244 AS* 131 II'-9'TO 210'(P2ECA9T) - - D'-I' TOIB'-4' (PRECAST) -' ZII 324 Ills-B u 4,, I O b I69 4 B B"9 149 6 pal 13'-5- TO.1W-0' UPRECgbT) 1 -6 205 293 Imm D y e 3 -s9 'l 2 m¢ 1360 6I2 Bay )III 9 6 40I 14' -I' T014 - 8' (PREBTREEBED 131 NR 384 91 P 6 SI of, 'W gam Ipol [I 169 6 IY34- 14'-9' TO 15'4' (PREBTRESb6c 1054 - 4R 255 a3 l3© �368 Ell ¢5 <06 J{ 0B tIO (-38 It6:L 160e Bt3 _ HR 15'-B' TO n'-4' (P.RESTREB9 ) IT' = Six 64 192 3a L.: ]e - ---- 0 0P.5I v:. -m- 12 111 6q 4�3_ . Il -B T019-4 (FREBlRE86ED n. . 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'094 693 101E _. 4_943 �.I' r-RE O 9 8 f CAS) 6 5 a69 41'.l .233E r 285- 338Ri{` 328E 3911 : mB m 655 655 '261 146 2?-'A ?-33 3,99 r__- 5 -9 TO 5 -10 (FRI CA51I 655 3 1._-_____.____ l E _. 1 59 R 53 86 __._ �B�S- I. 361 616 6 I2 IoIO 19em 2S - 20,J 3329 B'(PREGABT) SIS, 1M 464 0 =D6 198E 130. ISE> 49 T 2g,9 4 4 % 216E :yl 1B. 6'IPRECABD �m6 325 Jr - EBB 4. 4 C3 - E54 65 !'? -r Il a SAD 1859 2 B03 674 963 993 I,m 31m 496 al< 560 101i. AST- REEVE LINTEL SCHEDULE MATERIALS precast lintel . 40M psi 2. VIC prestressed lintel = 6000 psi 3. Gout per AS -816 t TM c = 3000 I w/ P 9 Ps mazhlum 3/B Inch 99 a9 r a Ste a 8 to II inch slump 4. Cons Ste Masonry Units Cq'L) per ASTM CAWw/minlmum net area compr rs ve etralgth =: IWO psi 5. Rebar per A5TM 4615 grade 60 6. Prestressin Strand ASTM A4 g r per Ill grade 2101om relaxation 1. Mortar per ASTM C210 type M On 5 GENERAL NOTES 1. Provide full mortar bed and head Joints. 2. Shore filled lintel@ as required. 3. Installation of lintel must comply with the architectural and/or structural docunentB. 4. U-Lintels are manufactured with 5 I/2' long notches at the ends to accommodate Vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure fell lintel deflection information. 6. Bottom field added racer to be lo cated a the bottom the lintel cavity. 1. VDY diameter wire sArttrps are welded to the bottom steel forft nfcal anchorage. li S. Cast -In -place coreta may be provided In Composite lintel In lieu Of concrete masonry units. 9. Safe bad rating based On rational design analysis per ACI 316 and ACI 530 10. The exterior Surface of III Insta lied In exterior concrete masonry walls shall have a coat -he OF stucco applied in accordance with ASTM C-296 or other approved coating. IL L-mtele loaded simultaneously with vertical (gravity or upilft) and horizontal (Iatera1) loads 61hould be d-ecked for the combined ceding with the Following equation: Applied Vertical I adf Appl7ad horizontal d d S 10 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 limel. See detail at right: El;]_ in E0OPSU SEE SAFE LATERAL LOADI'' TABLES F-OR LOAD RATING fFOR EACH ADDITIONAL REINFORCED CMU FULL COURSE /2' GLR iYP 2) 5 REBAR GR40 0• GR60 SAF E LOAD L D TABLE NOTES I. All values bgeed on minimum 4 inch 1. For composite lintel heights not shown, use safe n[B RRIJ bearing. Exception Be Fe loads For unfilled load from next lower height Shown. lints is must be reduced bu 20% if bearing length is 8. For lintels Iengthe not Shown, use safe load From less than 6 V2 inches .,, 2 N.!c Rates°('` ' : next longest length shown =Nat E. Allsafe loads in units of pounda per linear foot Safe loads are. imposed allowableloads. gr loads. 10. a loads based on simply supported 4. Safe loads based on grads 40 or grade 60 field span. pan. rebar. II. The number In the the parenthesis Indicates the S. One redar may be Substituted For two 5 reLxrs percent reduction For grade 40 Field added in &" lintels only rell Example T-6' lintel type SF32-15 safe 6. The designer may evaluate concentrated loads gravity load = 6412rs) w/ 1ST; reductloa 6412 from the safe load tables by calculating the (.BB) = 5501 OF maximum restating moment and Shear at d-away From face Of support. TYPE DE61GNATION F = FILLED WITH GROUT / U = UNFILLED ANTITY OF 5 REBAR AT +--BC11O�TTOM OF LINTEL CAVITY 1 LQUANTITY OF e5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 05 REBAR AT TOP MIN. (U 111 1-1/2" CLEAR J S J Q J Z - GROUT Z 1q 65 REBAR AT BOTTOM - • • OF LINTEL CAVITY BOTTOM REINFORCING T-5/&'ACTUAL PROVIDED IN LINTEL (VARIES) B' NOMINAL WIDTH (ABLE No. it SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL WE LATERAL LOADS LINTEL (FLF) iBWI Lelgth T9. WAS` PAIN 0'x8' SOLID a-10' Pr.A nes 3564 3'-1. Pr'll 1168 230 4'-1. Pwaal IH 1614. 4'-b' Precam 635 Us 4111 Pre l 5% Iisa 5'-4- Frscart 666 Bills V-M' Precut S{3 its 6'-0' Resort 634 1%4 6'-6' Prxeet bq 120 6'-B' FFrart Sl8 1217 7'-6' Pecee! 446 93B T-B' PrREA, 475 894 PeOm 21 94 8'-4' Prerasl 354 145 Reset 111 5% 10-6' Reuw 191 453 ILA' Proust BBB 620 174- Fusel 164 US eh. Pe.ml IQ 504 13'-4' Frecaa 116 404 Precmt 99 %1 Pewn6mea NA 341 M "Veined NA 302 PreVerred NA 2tl 1'-4' PraeveI NA nfi 10'-m PeeVemetl NA B9 9'-4' Pa6mexl NA 11 2214, "traced NA. 170 24'-0' PeWarea NA 93 n LOTT'S P�!ET CONCRETE P,O, BMX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 U K0 @NfA r r 01 •+ • N� 8/8-5-(1) #5/(0) NOMINAL WIDTH/HEIGHT OF LINTEL F-PLAIN OR SOLID LINTEL 8/16- P #U/#L] [ 1 No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY TFA1 Psi GENERAL NOTES: I. CODES LI. FLORIDA BUILDING CODE RESIDENTIAL, 6T.H EDITON (2011), SECTIONS IT402E r 1111.2. FLORIDA BULDING GORE RESIDENTIAL STILL EDI(2011)SECTIONS, ONS i94 2101. 3. BUILDING CODE RFOR REINFORCED CONCRETE! 133 1.4. AN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD6 FOR BUILDINGS AND OTHER STRUCTURES fASCE 1-10). 2. CONCRETE: 7.1. GONGF -C COMPRESSIVE STRENGTH CE E DAYS: 2.12 PRECAST W/STANDARD REINFORCEMENT- 9, 00 PSI 2.12. GROUT PER 45TM 416 RE W P51EI/ MAX,6000 P51 2.13. GROUT PER ASTM C416 - 3000 P51 W/ MA3/5' AGGREGATE, &" TO II' SLUMP. 22. REINFORCINGTrIEL BARE: 222 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION 5111 AIE, (GRADE 0). 2. STEEL IN LINTEL AND 1 ASTIM A41 BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2A PRE -STRESSED 5TRANT I ASTM A416 )-WIRE, STRESS RELIEVED 210 K51 7.4. DETAIL REINFORCEMENT M ACCORDANCE WITH ACI 315. T p. P suet Precut Recast R.9 PRecaet PSI Pill l P(erABt Pscmt Recast ATEREAL LOADS 9AF t P (PLF) B' DOOR a' DOOR LEAD" HEADER PLAIN SOLID In2 2011 ISO 1611 S61 1521 780 I%6 651 list 6@0 Jill Ba4 %4 4n 1B1 ass 664 06 BOB, TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ALE) 8" x B" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL MILLED GRANtt CAPACITY (I SL (0nU GRAVITY CAPACITY (InL (ISStl UPLIFT CAPACITY IRSILL (InJ uPLIFT CAPACITY ni IpBJ Bohai BAR i0P BAR GRAVITY CAPACITY 1 0 16' PRECA51 (2)7 (1)7 4145 TB09 IMS 8529 10090 PRECAST (2)7 (2)q 2415 3831 3831 4615 48B 4'-0. 11-e' PRECA97 (2)7 (2)7 1103 2111 ]ill 3386 33% W-0 S-T PRECAST (2)7 (2)4 13Q 2165 2165 2608 ISM 4-41 V-4' Pin l (2) `2 (2)1 732 207 2011 7421 2421 5'-4' 4'-0' PRECAST (2)9 f11q BOOS 1651 1651 18M%I B'-M' 4'-b' PRECAST (D9 (D7 %0 14a9 142E IbtO IbS9 PRECAST l7)4 (2J5 BAD 128E law 216 1405 6 6 5-P: PRECAST (p4 (pq lie 123E MW 110 1340 8 PRECAai (p 68a IIB4 1104 1081 la l 6 ]' PRECAST (2)4 (p7 91I 991E B19 10B2 V e b PRECAST D7 %1 959 iO4 1047 B 0' 6 0' PRECAST 12)•4 (p•4 (2)7 SIB 902 lE 9B4 B 9 PRECAST (204 pq 4% 6d8 911 9H 8.0 PRE LAST QP4 (pq 41fi 12 T26 499 10.6' 9'-2 PRECAST PRE T <p •4 (pq BPS 613 II 4' 10-0 PRECAST (2)5 35 5T % 5251 30 SIM 17 0' 10-8' PRECAST (D5 O)9 (115 192 519 Ell %1 %I @-b TIT PRECAST Ms (p9 211 496 251 IN 5.4- III PRECAST (115 (p9 255 dbB 314 441 WHO, 12.8 PRECAST (7)5 (2)9 239 t30 190 9°b M-Sr 13.4 PRESTRESSED MAI (2)7 NR 416 230 4/6 14.0' FRE6'ITE88EP (V4 (Yq NR 3199 7M 101 1-0' 6.0 PRESTRESSED (W4 (2)tl NR 1%0 w4 311 19.4- IB-0' PRE (115 (115 NR. 2244 131 254 01.1. 1-0' PRET SEED WS (2)AS NR. 2011 Q2 231 21.4 10.0 FREE f1/9 !7)5 NR, Ili 01 10@22 -0 20.8' FREbiRESBED f2)5 (2)AB N.R 1644 10024-0' 22.8 84 B3 rve-rvu `FC:VI-IlBNDED rA®tE Ns 2 REINFORCING SCHEDULE B; LOAD CAPACITIES SAFE WORKINO LOADS (PLF) S' A 16".COMPOS17 LINTELS ' LINTEL LENGTH CLEAR SPAN LNML TYPE LKIL 5TEL GRAVITY CAPACITY (DAL(b9J GRAVITY CAPACITY (InL rind UPLIFT CAPACITY III fln URIFr CAPAGttr ill 0% EL4Lm BAR - TOPI 11.1.PRECAST Bin em E0 00 gelpD 3'-6' T,2' PRECAST eV1 fi)q SO Sit 0000 41-C' TAI T (2 1 ! 4761 0009 813E India 4'-6 3'-T FIREGAST M)7 1 3211 9w1 Seal )Steel 41-B' 31 PRECAST (2)7 7944 Sea SCAB IBi 5'-4'. 4-0' Ali (2)As 4B23 6431 4421 TNT 9'-I ' 4'-6' CAST (p5 391E SOBS %00 6d30 PRECAST (D •4 )7 4n5 411E 7°B2 4411 FRBc4T (2)•4 7 315 IBM 4B1 9-4' PRECAST (p4 )q 3lB Bin 3tB 165E EBBS 6-]' i 0)4 q 29n 1911 1090 3060 r-t•cae rva q 1t96 21% 193E 2931 8". b- OAST (L7 a581 2581 1154 ]t07 i PRECAS G)4 (2)4 1d q 19% 23% w00 150E PRECAST ( a )4 ()q 569 Met 2 0b6 101 11BB9 PRECAST 21 14 (7)7 M]l Ain941 ]An 5 4' 10-0' PRECAST S 3 H55 14% t% 1504 q 0' BOSS' T PRECAS SIR 9 13% 3% 691 1315 11 ILT PRECAST M)5 (2)5 114 1144 634 129E ,` B-a' n 0' PRECAST (VAS (1)9 Ilea IV4 545 lop 14.0' n-B• PRECAST (2)It I19 106E 4% 10O 14.8' tl-I' IMSEN STRESSED a)-4 q MI9 149 461 502 15 -d' IA -0' PRESTRESSED M•4 (7)•{ ( y n91 ael 417 93 11-4- 16-0' PRESTRESSED MA4 7 9% tw 325 641 19-4 IB =V PRESTRESSED I)9 )5 10 in 260 513 20'-0 IB e' PREMIC (D5 5 12S lit 243. 41S 71.4' 20'-0- PRESTRESSED f 15 5 633 633 213 4011 -0' 20'-6' PRESTRESSED (215 9 591 I 3% ]40 21.8' PRESTRESSED (p5 5 451 411 I6l 1 30 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN ' LINTEL TYPE LINTEL STEEL GRAVITY CAPACTY (015L (i)SU GRAVITY CAPACITY 11 1.6nu UPLIFT CAPACITY flnL (InU UPLIFT CAPACITY- (LASL (7n BOtTCfT BAR TOP BAR 7 mmmm 3 6 2-1' PRECAST f)q (2)7 164E M000 Mmam 0000 J 0 Y6 PRECAST (pq Oq 5503 10000 100mm Case 411- 31Y PRECAST (217 (1)q 4141 10E00 Plidl Radial 3-4' PRECAST (2)q (2)q 91% 10000 183E 110000, 5 /: 4-0' PRECAST (2)5 e7)4 SIBS bond, 5130 IS000 B b Ila. PRECAST (1) 9 (2) 7 501E aim4661 S7 i 11-1. 5 0' PRECAST (2) -4 W bill 6752 Beat 114E I.-,. 5.9' PRECAST W-4 (2) `2 62W Ill%45 6 59E 6 e 5-4• PRECAST C)4 (pq 5B6 681E Sal 659 i 6' 1 6 -V PRECAST I (S`4 (2 4911 1 OR Sees 4509 T-V 6.4' PRECAST 1 W4 4059 1 APES 2fi08 4762 11-0' b'-e' PRECAST (2)•4 (2)7 3'I30 SIM 22V 3B89 e'-4' T-0' MC65T (W•4 (2) 1 34M 3420 2018 east 9'-4' e'-0'PRECAST 1 W-4 2134 2134 Ill 1%B 0'-6' 9'-2' PlIEGAMT 1 W- (2)4 2211 2211 1233 718E 11'-4' 0'-0 CAMT 1 (2)5 IV 1954 IB54 0031 2009 i2'-0' M'-B' PRECAST (3 7J5 T19 Ills 90 510 -2' PRECAST f 9 f2)5 1661 1661 028 MCI 13'-4' 1'-1. PRECAST WAS (D 5 1901 501 113 Nt4 14 0' 2'-e' PRECAST W5 it1 1359 M ball D23 b a a-4' PRESTRESSED (p4 (1)7 IB% 169E 581 1131 15 d' 14.0 PRESTRESSED (p4 0)5 1124 1124 536 1 PREb SEED (p4 (V1 Bee 13M Aii1 N4 S e I6.0 PRESTRE fps l 5 IC53 1053 334 639 20.0 IB B PRESTRESSED fps (p5 %is S15 3R 615 214 20-V PRESTRESSED (p5 2 02 r3 540 12m am'-B' FREBiRE&9E (15 !) 9 191 Al Fit 501 140 22 -8- iRE&9ED (Y/5 659 659 21S 425 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAY LNTE_TYPE LINTEL STEEL GRAVITY CAPACITY (OnLfIrKJU GRAVITY CAPACITY IIRL (IfaU UPLIFT CAPACITY f176L (InU UPLIFT CAPACITY (IPvL !]nU BOTTOM BAR TOP BAR Ill' PRECAST 2 1. MASS o00m I0000 Mm00 3.6' J 1 PRECAST (2)7 (2)q W61 SACS M009 100m0 4-0' 0' PRECAST (2)7 (pq SIBS I0m0A Imomm M0Z0 4-6 11-1. PRECAST (p7 f217 5014 MOSS 1090m 10050 4 -0' 3 4' PRECAST (2)7 (2)2 46$3 0000 W21 1mA00 5'-4' 40 PRECAST (2)9 (2)q 165a 100� T091 1SBW allies 4 W PRECAST (2) AS f117 6131 10009 6756 M000 614 5.0 PRECAST (1)4 MA2 Slot )Cow AMA NBC; fi 6 9-7' PRECAST IV-4 (2)q B5% cow 40 891E 6-1.9-4' PRECAST (2)4 (2)q 01114 Sol 431 8420 i-6 6'-2' PRECAST M4 (2)4 6235 641E 3242 6411 1'-8' b'4' PRECAST (2) AM (Lq 8940 ASIA 30% 6163 8'-0' 6'-B' PRECAST (p4 q Sell Still 2w3 959E 0'-4' I'-0' PRELACY (2)•4 f11q ASCII 4031 2551 5090 9'-4' 8'-0' PRECAST (2)4 (1)7 Ills 312E 19M Bee 01V 9'-0' PRECAST (2P4 (2)@ 2931 2931 620 SM6 II'-4' IS HY PRECAST (2)5 wAa 255E 155E ule 7604 1'-0' 0-9' PRECAST MiS N)5 2305 2305 117E 1291 117 PRECAST (p5 (2)5 2141 2147 02. 7m99 13'-4' 11'-0' PRECAST MS (y5 P16 FG6 sit 521 @'-8' PRECAST M)5 f115 ItiB ilia 151 _ 6% IA 13.4' PRESTRESSED MAI ( r 2345 2545 6% 1163 15'-4 14.0' PRE61RES6ED (2) f2)q 113E ]tl6 5% 11IS 11'-d 1WTV PRESTRE66ED W-4 (2)q 650 K50 Ae4 9B 19' 4 IB 0' PRE6TRE60ED (p 5 p) 9 1Bo U 371 135 30.0 IB B PRESTRESSED (1i5 (y9 U15 1 96 21'4' 70.0' PRE5rRE85ED (D5 rD9 1067 S4 12 0' 2I B' RESIRES6ED (p5 (1)5 994 4 % 14 0' 72 -B' FfE81RE65ED MIS (11 it B24 d6 239' All TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LQJGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (0)SL (I)IBU GRAVITY CAPACITY fINSL RIPS✓ UPLIFT CAPACITY (I15L(Ift UPLIFT CAPACITY 11AL(2)9U BOTTOM BAR TOP OAR 2-V PRECAST (2)1 0A00 0000 3 6 7.1 PRECAST (7)q Imm00 I MOmm I 10d00-' 4 0 2 F PRECAST (2)7 (S7 191E IOZS@ I¢B30 IZm00 41=61 3-v PRECAST (2) AZ (2)q 60mt ROSS M000 Im000 4 B' 3 e• PREC44T (pq (pit 55M MmAm MOmm (Owes 5 4- 4 0' 1 PRECAST 0)5 (2)q S017 MSSO 8365 10009 5 10 4 W PRECAST (1J 9 71) 7 1%1 0000 bS96 10000. 6 4 5 0' PRECAST (p 4 (a) q M900 1I M41 00m9 6-6 5 2' PRECAST fp'4 (317 I¢000 I0m9A 53S 10000 616, 5-4' PRECAST (1)4 (ilq %3B 100D8 5011 10059 l6 bIV PRECAST (p4 (2)q 1A08 9%l we 169E t B 6.4' PRECAST (2)t4 (2)7 11 9168 Be 7326 B-0 6-V PRECAST (VIA (2) 641E tan 3378 6661 6-4 I.0' RECAST O)•4 (2)n 5064 6933 'A3t 6091 9 4 0'0' PRECAST (p4 (D7 g561 506E 23% 4145 10 6 9=1' CAST (2)4 fp7 %76 3544 IBS 366E 11-4- 10' 0' PRECAST M AS (2) AD 32W 52W 521 3098 11 0 10 8 PRECAST MR l 29% 1538 133E Me 11.E II.2 FRECAS (115 (2)5 3110 71I9 I111 149E B 4 12 .0 Pfff 015 (2)I NA, 141E 1048 1 1168 14-ID T B PRECAST 015 (D9 11Yr ]1W 931 941 Pf14 B tl-4 PRESTRESSED SSED 281 ]BI 126 1431 IS -4' M-0'PRESTIESSIBI (2)4 (2) n 2616 266 S63 DI2 6 55ED S)•4 2023 201E 516 011 19 4' S-0' OiFE (2) 5 111 501 IfiM 413 BIB ail 0 IB48 PRESTRESSED (119 (2)5 K% 14% 305 163 71 4 20-0' PRESTRESSED S)-5 (115 1305 ]BOB 338 89 22-0 201-8' PRESTRESSED W 5 O 5 1222 1222 Ill 629 24-0' R-@' PRE8TRE90ED f1)5 (2) !3 1 014 1014 2" Sir TABLE NO7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LNTEI- LENGTH CLEAR SPAN LINTEL TYPE LNTEL 5Ml PLAN GRAVITY CAPACITY GRAI TY CAPACITY (mnL(InU GRAVITT CAPACITY (I}SL(BPA UPLIFT CAPACITY (I}5L(U'BU Bill CAPACITY OnL(2)AS1 BolDAR TOP BAR -6 D7 3l 34l 43 3 -E-6 2-2. PRECAST O7 0)lt BB %5 %5 24Em 24M 4 0 1 8" Pill O U)q 1131 1425 1425 186E 186E 4 b 3-1•' PRECAST ( (1) n ail 1151 1151 ABSI AN 444 3-4' Ca6i 2212 (2)7 Bm6 will im 15% 13% 5 4 4 V PRECAST 5 p7 659 990 90 1114 IM 5 10 4 6' PRECAST () AS (2) 7 511 CPA 80B INS %6 6 4 B 0' PRECAST (p4 (11q 494 141 141 175 02 6 6' 11-1. PRECAST !D4 OH 1 416 ll9 in Tim RD 6 V 5.4' PRECAST (1i 14 453 6S3 693 Bea I90 t6 6T Pf2ECA5i !D•4 (2)n %l 5% 586 525 661 I B 6 4 PRECAST !p 4 M) q 315 568 568 499 641 0 0' b B PRECAST !])4 S)5 83 536 536 Ail Sea B-4 L0' PRECAST !])4 (A) 33'1 Sol Sol 411 516 9.4PRECAST (])4 fp7 7B6 4% 455 36 d% 14145i (2)1 70 311 312 239 473 I M'-0' PRECAST )• f1)5 118 345 30 PA 3% Y.O.1710 -B' PRELABT 1 WAS 1 WF3 2M 2n 2N n9 71, D -6 II 2' PREcQT 1 WAS P.0 70 743 51 01 5 4 11 m' PRECAST (p5 51 Bi. Im: 4 0' tl-B' U T (p5 6 160 WI 109 51 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPEN L 1EL STEEL UNFILLED GRAVITY C4PAdTY GRAVITY CAPACITY ill(0,5J GRAVITY CAPACITY (115Om UPLIFT lPL CAPACITY IRIB.(Inu lP4 CI LMACITY elnLOnu Split TOP BAR C4 2.4 PRE T 2)n %IAV 2 2234 4-0' 2'-B' PRECAST (71q (pq 1191 )425 )425 186E 186E 4-a' 1'-10' CAST 0)7 !1)q BOAC me 1320 MIS lie 44 3'-0- CAST (2)7 (2)n 563 1?w 12M % Set 4.8' 3'-4' FRECAW (2)7 MV Bee 081 1081 B% 199E Sell 4'-4' CA OT n) 5 EW B46 046 0D3 II 6 -B' 5'-4' RECAST (11V (2 - 693 693 6% 190 l -B' b'-I' PRECRBi (71'4 (1 315 568 Its Am 641 LAST -(2)'4 2 3w AID AID 3r. 546 9'-B' Ill PRECAST (2)4 T3 5 46 791 4l1 25. 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 Act 53il 32. MINIMIUM MASONRY UNIT STRENGTH! PM 1500 PSI. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 43. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF &' (WITH A MINIMUM ACCEPTABLE BEARING OF 4- PER FLORIDA BUILDING CODE RESIDENTIAL, &TH'EDITION (201V, SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 /6 CONTINUOUS 3Dr / rX16' KNOCKOUT BLOCK 411 - -•:./. �000 PSI GROUT A.(PLACED IN FlELD) ..� u • TOP BARS: ' SEE SCHEDULE c (1) #5 CONTINUOUS ' 7,32' STIRRUPS AT 4'-0^ co ED OR WELDED) BOTTOM BAR - SEE SCHEDULE (PRECAST) 8/16-S-0) #5A1) #5 PRECAST (1) #5 CONTINUOUS 1� 3Br 8'Xt6^ KNOCKOUT BLOCK •Al. •. PLACED IN�FlELD) uw r :fB• TOP BARS: SEE SCHEDULE I I' (1) #5 CONTINUOUS 7 ll STIRRUPS AT 4'-0' cc uix9 yn ( ED OR 'WELDED) 8/16-S-0) 1 #5 PRESTRESSED QR� I TABLE Na 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LEwaT! CLEAR SPAN LNM TYPE LNTEL STEEL GRAVITY CAPACITY (onL 001% GRAVITY LAPACRY flnl (P60 UPLIFT CAPACITY 605L (L59 WLIFE CAPACITY f ADL (2)AB2 BOnQ1 GAR TOP BAR 1'-0 I-6' PRECAST (1 (2)1 o nil I00@0 mil 3, 12' 1 PRECAST (p 2)_ I0009 0m M009 4 m 2 6" . PRECAST O) (pn 971a � I Immmm Ab H•2' PRECAST (1) (p7 6364 MY00 Ipow 4 B 3-V PRECAST (115 (pq 6964 M080 woo I00 M09m 5 4 4-0 PRECAST f1) (2)n 0000 100" %Is Iowa 910 4-6' PRECAST fps (2)q 854E Tel 1816 10000 64 5-m' PRECAST (])4_ (alq M00m 10605 6629 10000 6 6 5-2' PRECAST (L4 (Dq 10000 6B6 10I.im 6 B 54' PRECAST fD4 (pq MI00 M00® SBII 100D0 1 6 b PRECAST (]) V !p q B581 M0o0 5 801E ILwal64 PRECAST (2) •I (p •) BIl2 M0SO 4ti0 8491 8-0 6'-6'.V .. LAST (21 (2)q 143E to= 303 1121 B-4" 1'+0' "PRECAST (1)(A (2)q STU woo 351E 1060 9.4' 8'-S' PRECAST Hl W NIBS Still 2171 5501 10 6' 9L3' PRECAST (11 Mq {086 504E 221 4248 ii �41 10 0' PRECAST p p5 7 4111 MAI%93 E 0 L T A5 (2)(p5 Bin 3T9 3TI9 649 3110 a b T2. CAST PRE (]) 349 3411 I ManB 41 PRECAST (p - 5 1935: 2731 1Jill251E K 0 tl e' PRECAST M 9 (1)6EC 313I 2131 BOOB 280 14 B Ill -4.0' FREBiRE6 fL V W 3131 3231 149 BABA B 4 PREBIRE°BED (p4 ( Ill 2S`a 663 1155 n 4 16'•0' PRE6IREGSED (2)V (2)`2 ECHO 22M 552 Ties19 4 B-0' STRESSED (2)5 (2)IS @ICI IBB 426 044 1 0' -91 -PRESTIll (215 (p 5 Ill% 1688 39l 18e 21'-4- 23 0 20'-0' 20'-B' PREb ED PRESTRESSED 0)5 (219 yL : (ll9 IdT3 141E 13B0 340 31l 691 6a9 2a 0' 11'-B' FRE61RE%ED (L 5 (L 9 Ilgl 1141 1 214 - TABLE No 8 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL ENGiN CLEAR SPAN LINTEL TYRE LNTEL STEEL GRAVITY alixi CAPACITY (Il (SITU uPLIFT CAPACITY MEL PAN Unir CAPACITY fIs5L e2nu BOTiCTI OP.R TOP BAR CAPACITY (DAL (InU 1 -6' PREL T > B1 aw 09 3 -6' 1-2'PRECAST (2) 9014 MC¢0 4I 1:-B' LAST fp 0p7 B651 10000 744 M0� 4-6' 3-0' CAST (2) IVA2 7141 101T 961E 8278 4 -B' 3-4' CAST (p m,s Me 6231 SIM t116 5-4 4 0' PRECAST (2) (2)n 4111 AIM 3l6 4830 IT 10 4-6' PRECAST (2) (21q 994 3564 BOSS 3%5 6 4. 5-0' CA9i (1) (pq 9B 303B t539 EBBS 6 6' S-]'PRECAST P) fp 1BBI 1% 1399 3048 6 B 5-4' 1 PRECAST (p7 113E a1% 2259 18% 1.6 6-1' PiEGA9T (3) (3)q 1G3 2E3 ITi9 1309 1-B b-4' fRELAST (1) Bea 2m 1645 51 e-0 6-9' CAST (2) Bar n51 I 14U 2058 B 4 l-0' PRECAST (2) ) 1515 181E tl69 191E 9.4 B'-S' PRECAST ND (1) q IBII 51l 1094 1591 M-6' 9 1' PRECAST (2)V OR 1268 R66 %l B24 II.4' Mom' CAST (2) (2) 1135 II - 618 II81 d-0 Al FRECAFT (2)5 041 1041 594 M81 R-6 II 1' i M)•S 988 %8 641 MI5 AB (21 W5 502 901 465 935 I4 0' E-e' RECAST (p (2)5 041 B42 414 B58 TABLE No. 10 REINFOROiNG SCHEDULE & LOAD CAPACITIES SAFE WORKING LOAD_ (FILE) ) 8' X 14" RECESS DOOR REAMER LI N1EL ENGRI CLEAR. SPAN LWTEJ-PPE LINTEL STEEL GAMAC1T CAPACITY (0nL (InJ G NIT R4 CAPACITY (U5L fl.ABJof UPLIFT CAPACITY (IYSL UPLIFT CAPACITY 1115WDISM BOncM BAR TOP BAR 3 B' -0 T (11 (2)q 2 0900 1 M000 41 -0' 1'-B'PESCAST (pre (2)7 Al 10ID00 1440 0280 4-V T-Ir PRECAST (21q a)7 330E K56 6743 00i0 4 4 3-0 PRECAST (Vn (;17 BIDS 805E 6S9 9566 4 8 3-4' PRECAST (2)n (pq 2519 629) 6150 121E 5-B 4.4' CA9i 1219 (2 351a 3810 325-'. 042 fi B 5 4' LAST (71 V (2 q 2138 7138 7259 ]895 T B 6.4' PRECAST (2)4 2 `2 2105 210E 1045 22B B-6 T-4' FYECAST MIN 272 809 1110 1241 1195 9-V B'-a' PRELaST (2)4 2 151E 1436 914 _ 1605 3)?' 8/14-S-0) #5/0) #5 =NAM i.... ^: s ,t m .. r h w •s•. All. m . 4 •a ' 3 I3R6' 1� B,6 -S-(1) #5/(1) #5 3�r e Mom• ••• A R C H I T E C T S 3.441 N. HUNALU HI AGA N BLVD. LONGWOOD FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"'lll � o�mv�m0ov� E 8 E P r SUBDI LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT : R5025.020 00 002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT_. STATE OF FLORIDA 313/I I DA )E: �'/5/19 S jALE:1/4"=1'-0" 6 OF SQ.FT. CALC.'S 1,833 $0, FT. 1,633 SQ FT22 SQ. FT. 200 $0. FT. L 411 50. FT. LIVING 15,S4-1 SQ, FT. COMPOMW AND CLADDNO WIND LOADS RAW WIND aroa RE FOR 3 SECOND GUM CALL # FOOTAGE QE WWDR WWDR S DE8MATION WIDTH HEI%rT ZONE 160 MPH WIND 1 21 3068 DR 40' 80' 4 21.9 / -30A 2 34 35-SH 53, 63' 4 31.65 / -4I.11 3 112 IV-0, x T-0' 192' 84' OHCsp 5 2531 / -313S 4 11 25-SH EGRESS 38, 63, 4 213.65 / -3220 5 11 25-SH 38, 63' EGRESS/TEMP. 4 29b5 / -3881 6 54 8068 SGD 98' 80' 4 2132 / -2158 l 33 (2) 25-SH 15 I/8' 63 I/4' 5 EGRESS 2830 / -36.18 8 34 35-SH 53' 63, 5 31.65 / -41.11 WIND DESIGN CRITERIA A• BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH 8. INTERNAL PRESSURE COEFFICENT=4.18 C. RISK CATEGORY=TYPE 11 D• EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, &TH ED, (201) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x4 U • 16. O.C. CABINET SECTION 4E is 13' - a" O I (2) 25-SW EGRESS a.. 20'-0" e 91-01 a" — — — ----------- I I 1 3'-0' 2'-4" 14'-6" 1 I LANAI 1 20-ro'x1m'-0' 1 a, -a' cL a 1 I I O 1 1125-SH OWNER'S SUITE V-6' x 16'.6' ifl 8'-e' CLa GREAT ROOM a'-8' CLG. r 4'-0" C , — ---------- C @ r-- 11' I I F,--- �� T m I 1 •• I nui� I@ I _ •II m ®� �r I 2'-10" 1 48' HIGH 4'- 2' ---IR-ISH WKNE�ALL .' l' -�I a' -II° 0 00 O.SUITE i 0 I BATH I 84' CLC& R/r c I� KITCHEN v a'-a'RK ji I II wic 8'-8. CLG. A I I @ 3'-4" 7-0" 6'-01 l'-0, III R HEAD III I I • V-8. AFp. III Lu �, FOYER �j j DINING DEN 12'-2'xI2'-1' a' -a' CLG C I II R/T I I O II a O35 SH Nt O v 2' 4" 2'-4° 35 SH a'-&. CLa V 4'-8" '-0' 4'-6° 4'-6° 2'-3" 50'-0" u BEDROOM 2 7 10'-1' x 11'-2' 9 Lg a' -a' CLG. BATH 1 m @ 8'-a' CLG, m = 6 l RR m ® 2'-5" 2'-I1" 7 ° C s5�7 ro BEDROOM 3 O Q 10'-V x IT -a' 8'-8. CLG. r A/C q n Al LAUN I r—In H 11 k Eli! 11 1 8'-6' CLG. I I I I M.T. BOLLA � O PAD OUT C r WALL • Q, I I 11' AFF. L — 21X36 ATTIC 6'_8° 2'-4" 10'-10, ACCESS ELECTRICAL 2-CAR GARAGE PANEL 19'-2' x 20'-0' m PAD -OUT a' -a' cLG. 3 X 1'-0' OHGD STRUCK BLOCK • GARAGE WALL o� '-3" N go A R C H IT E C T S Design OOOOGroupll Nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 10 1t IC SVBDIV. 8a OT OAKLAND LAKE (LOT 20) MODEL• 1833 F1833- 01 PROJECT#: R5025-020/00002 PAGE: FLOOR PLAN _ rov MrN EXP. C ARCHITECT- STATE OF FLORIDA FLOOR PLAN D PAT E: 1 :1//4"=19 1' — 0" SCALE: I/4 = I'-0' ELEVATION 'A' HEFT 4 OF' 8 A R C H I T E C T S TEXTURED CEMENTIOU5 COATING PER (A5TM C926) (TYP) SHINGLE (TYP 12 5 SCORE LINE rAMIffM — _�� ��Ilml ��) ��� ��� Fn) rolLJ Fi �� CI 1�I 1�I 1�I 1�1 1�I 1I III mmumm IN IRS moill I■I I■I I•I I•) I•I I•I I•I (•) II III (01 WIDE SCORE 41 WIDE STUCCO 5AND STUCCO 5AND V WIDE SCORED SCALE: 1/4 m ..ELEVATION �3BAND DTL. l SCALE: 3/4 • I'-0' 0'-0" FIN. FLR, 8'-8" BRCS. 6'-0" HDR. HCsT.h _ 0'-0" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 1833SQ.F1'. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FT. REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTD.,ATION IN UPPER PORTION OF ATTIC (0.5 x 879.8) 439.9 SQ.IN. OFF RIDGE VENTILATION AREA 116 %IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 383 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 440 SON. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 11 BRG, HGT. _fE HDR. HGT. COACH LIGHT /-TEXTURED CEMENTIOU5 COATING PER (ASTM C92(o) (TYP) O'-O" FIN. FLR. —_ LINE 12 5 12 5 I_0 TEXTURED CEMENTIOUS / c0 COATING PER (ASTM C C92(b) (TYP) OFF -RIDGE VENT SCALE: 1/4' = 1'-0' ELEVATION 'A" 1 8' 4? ` FSRr7 14(7i r -- ' -—-—-—-—-—-—-—-—---—-—-—--—- — - — - —- TEXTURED CEMENTIOU� u COATING PER (ASTM C926) (TYP) �6'-5" HDR. HGT --- - - 00'-0" FIN. FLR. ------------ TEXTURED CEMENTIOUS� COATING PER (ASTM C Cw(o) (TYP) LEFT YELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A" RIGHT ELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A' 8'-0" BRCx. HGT. 0'-0" FIN. FLR, 4Design Group INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r l��lllllll SUBDIV. 8e LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE:/5/19 SCALE: 1/4"=1'-O" SHEET 5 OF GO.-RJ'. D� = 9l-OI-6 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-Ib- 1459 HTA Ib-18 1409 (-U Imd x I IR' I -PLY. ' e id ?-P'_` (10) YDd % I I/Z" - NO :6d OPi1GN/ fZ) ME7A-Ib 1985 !Z) HTAl6-Ie. 18m0 (Im) Imd x 11/1' 1-FLY, (USP: (10J Imd x I �') 1900 fl4)ibd :-PLY [USP:. NO Ibp OPTION) HETA-16 IBIm HTA IB INI5 [9) Imd x I IR' I -PLY, (8) Ibd 2-FLY UBIi (IO) Imd x I I/]', NO Ibd OPT'Oti HETA-Z0 IB9 HTA 3®. 615 [9) Imd x 112' I -PLY, (8) Kd 2-PLY U6P. (OW imd x I Irz', No 16d OPTION } � m HETA-1m 2935 (1) H7A-am 3rtm [�) imd x I IR' I -PLY USP: fi0) Iliac! x I I/i' z5mm rQ) Ibd 2-PLY [IBP: No >btl OPTION) z Q LGT-] 1150 LUGT-1 1915 (lJ - i/4' x 1 I/4' TITBL Z PLY (USP: QLK [5J I/4' US, WOOD (I6) i¢a (/) DETAIL-20 Z48m NO USP CONVERSION FOR SIMPSON DETAL-90 (IBJ - Imd x I VI, I PUT MIST 3965 MUGT 40mm (IJ 5/8' A.TR IN NIG!{ SIREN' TH EPOxY fMM. Q' EfB®). (it) IEId TO WOOD (UbP: (38) IZd TO WCOD) HGT-] 19980 HUGT-Z 9365 [Z/3/4' A.T.R. M HIGH STRENGTH EPDXY (1'�•L Q' EMBED), fIF) IOd TO WOOD (U6P= WOOD (8J lmd> HGT-3 + 0530 HUGT-3 9365 (Z) 3/4+ A.T.R. M HIW 91RE�TH EPDXY ( Q' E'EED) (IL) Y5d TO WOOD (USP: LLVOD [8)Y0d) LGT3-$D51.5 3185 LUST-3 533m (Q) 9D8 I/4"xZ Vl' TO fsIRDER <4) 3[8' x TR@I HD TO YlG-L [USP: GONG. (4) 3/8' X a UED.`sE BOLT, LLOOD (Q) WS% LTA2 IZIO PARALLEL TO WALL 425 PERPENDICULAR TO WALL LPTq 1555 (10J Imd x I-I/1' fU9': f't5> 10d x I I/Z' VGT 494m NO USP CONVERSION FOR SIMPSON VCat (U 5/8' A.TR M HIW STRENGTH EPDXY (MIN. Q' EMEIED), flb)-SD9 Vq'X3" TO WOOD (2) VG-T TI85 NO 45P CONVERSION FOR 61MP80N (ZJ WsTJ (A 5/8' A.TR IN HKaH STRENGTH EPOxY (MM. Q' EfBFD), f3Z)-8p8 I/4'%3'. / 1 PLY MT9-12 !000 MTW IZ 1595 [I4) Imd x I I/2' (USP: f14) Imd xY Ile", (14) Imtl) H*5-Ib 1150 HTW Ib 1660 <I6) Imd x 11l1' fUSP, (I6) Imd x I I/Z', (16) imdl HTS3m 145m HTW Zm Z045 <?4> Imp x I IR' (USP: [24) ImG z I IR', (2m) Imd) HTS-14 1450 HTW Z4 Z045 (Z4) �d x I I/Z• fU9P: []V Imd x I IR', (20) Imd1 L6TA-12 925 LSiA 12 9l9 [I0l 18\4 USP. (b) Imd ' LSTA-18 ++ 1235 LSTA Ie 1360 fK) IOd USP. (iq) �d MSTA-IB •+ 1315 MSTA-IS 1315 fM)IBW USP, (VU tmd N MSTA-Z4 ++ 164m MSTA-24 IT50 (B)181tl UbP: [IW 10tl d MSTA-30 .. 2m50 MSTA-30 2140 [i])10A USP: (Tl)10tl I � MSTA-36 + 2050 MSTA-36 1516 (ib)W- UbP: (M) Imd ' � MSTI-36 3099 KSTI 136 3m99 (36) Qld x I ilt' IBP• f%1 Imd % I illy � MSTI-4B 5065 KT51 14B 4150 f{B) Imd x I I/1' USP. H6 959 LFTA b 1595 [8) 8d TO PLATES, (8) Bd TO SNpg (USP, (Ib) 8d x I I2 ', (Ibl ad) 5P4 885 5PT 4 945 [b) Qotl x i I/Z' TO STUDS USP: fb) 10d x I /1'T09TUD5 A34 395 MP 34 410 (4) Ed z I/Z' TO BEAM, ({) ad x I IR' TO POST. USP: f4) 8d x IR' TO BEAU, [4) Bd x 1 R' TO POST. HGPZ 645 HHGPZ I0'im (Q) Imd x I IR' USP: (�) Imd x I I/1' TO TRUSS. (ID) Imd X I IR' TO PLATE HIOA 1349 RT 16A 718m (B) k'Jd x I IR' U5R (9) U'Jp' x I IR' TO TRUSS, (BJ I0tl X I IR' TO PLATE VGT e HDU4 4565 PHD 4A g535 [�J-`-A$ V4'x3' TO WOOD, (Im!-5D5 I/4'xZ Il/' W/ THIiEgDED ROD, (Z) NUTSAWISHERR PLY USP: 5/8' AIR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (Im) WSW WOOD SfDZEbG vGT < HDTB 494m Tpx 10 511m [IS)-SD9 I/4'x3' TO U.ZIro. (3)-3/4" STUp BOLTS W/ THREADED ROD, (Z) NUtbNA48FVERltPLY USP: V8. 4TR MIN. T EMBEp SET IN HIGH btREL�TH EPoxY, (4) T/B" THfd1-BOLTS A04 44 21mm 6665 PAu 44 9835 6IT5 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MM. T' EMBED) IN LONG, (IZ> 16q TO WOOD USP: SAME AS SIMPSON AEU bb 1399 110m0 PAU 66 1535 13815 (U S)B' 4TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN GONG., f11116tl TO WOOD USP: $N'tE A9 SIMPSON N L1119 as B40 LT5 19 1205 fU 3/{' AT.R N HIGH STRENGTH EPDXY, (MM. T EMBED) M GONG, (BdOtl TO W" pgp; SME AS SIMPbON � � LTt20B +++ 1500 LT5 29B 11m5 [U VZ' ATR IN HIGH STRENGTH EPDXY, MRt T' EI'EiED) IN GONG- <IOAmd TO WOOD USR 3/q' ATR MIN T' Q'®ED SET IN NIGH STRENGTH EPDXY, (10) Imd, (im) Imd x I IR', Z-IR' ii Z HTTa 4465 HTT45 4465 [UB)B' AT.R IN HIGH 6TREW.+TH EPoXY <MIN- T' EMBED) N GONG, (IS) SD�O X I N' (USP, []m) 16d X ]-IR9 USP HAS MORE NAIL OPTION6: [Zm) 10d, Rm) Imd x I -VI', (10J 16d x 1 In Q HTTS 5990 Al 5430 (U 5/8' AT.R IN NIGH STRENGTH EPDXY (MIN. �' EMBED) M GONG„ f16> Ibd X Z IR' (USP: fZm) Ibd X Z-I/17 UBP HAS MORE NAIL OPTION& (l8) Imd (1B> Imd x I-N (Z0/16d x 1 In' HHDGII-SD5 ]S+ 11,510 IIPND 4m9m (II I' AS.R IN HIGH STRENGTH EPoXY (MIN, Im -MBmJ M GLNC-!p4) bD9Y '1)i rl<bD 6GREW5 (USP: (14) W53 IUOOD E E15.r HDlB 6645 TDX 19 5119 <V V8' AB. IN NIGH BTRELG EPDXY, (M\ "i'IB 7 IV GGNC., f3) a g/UD BG g TO WOOD (USP: (a)-I/B' BGL'S: N MBHA 3.66/1116 34T5 533m NFM35XI1U 3165 TI39 6MPEON, (U 3/4' AT.R N H C 5 \ TH EP^X' (Y \ 6 TiBEDMENT) A W_ TOP, lD 3/4" 4T.R IN HIGH STRENGTH E \ 6 IS- E-'EcDi'+ENTI IN CMJ. FACE <i0)m TO SEAM USP: (U I/2' J-BOLT UU N VIM � ? D a NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITL RAMBET/REDHEAD Dl'Nl. _C c_ E /E ANCHOR OR EO. W/ MM. 5' EMBED DEPTH INSTg DIAGONALS FOR E30TTOM CHORD DIAGmONALB FOR BOTTOM CHORD E3RACINGs a 20'-0" O.C, MAX (TYP.) BRACINGm a 20'-011 O,C. MAX (TYPJ c, o G�tp J2 I II u n u li — — IF u u u I J2 II II J4 = u u n u n u J4 (2) HETA-20 C3(� _ _ _ _ _ — _ _L �\ (2) HETA-20 G2_—_-- --- - ----- n n n n c"a a a vicl II_ _ +%2 H if II II II vl6 II II II = II II I J2 II II — — — qI— II III I� I II II II II II III II J4 II n IL VI2 = �� _ u If = J4 II--I�al II Q II II II II II III J6 — = m II I III ii<= v$ J6 JS III I II (I I II II v4 I II II It N J8 = _ _ _IIIIIII �(��n^f Q ' 1 I� I� (4 I II II II II IIL _ _ _ = Ja III II I ( I �I_ JS =__= u n n n II I�==== JS yid � Ix4 BTM. GHOl u u u uu w w II BRACING l2' O.C. MAX, I I I _ -- II II II jI J8 II SECURED W/ (2)10d II 61 II I II COMMON NAILS 6 A JS III I� EACH CHORD I I I n u n u u m JS II II INTERSECTION (TYP) I _ n n — u u-__ JS III _ IL_ J8 — — — _ = J8 II —===�11 !I I Ir II II I II II II I 'nI III JS I IIII II II II I II I( II _I II II I 11 II� J$ II it II II II I II 11 III JS ____ II II II II RIII�E II II it =_= JS JS --III HEADER SPAN CHART Js =__= II 'I I - ! II II II II II II I it (NI=ADER SIZES PER C1-4ART U.N.O.)III = II I I I _ JS I �I, JS x 12 EXTERIOR MASONRY I II n u ° IIII II II a III II 2.2 SYP) WALL BRCS. HEIGHTS II 1/16, 055 JS — _ — = In n II I LL �i — II I I j� u u {IUI� II ul JS Sl'8' BiSi. II II it —u— II �� _ _ JS JS __= I I I II I II n n I uI m l GIESS __ NAIL (3) 12d '® 6'-8' O.G. — — — — — II — II I II II — II " II II I II AI iik�� —�� J$ TYP. 2x12 BM./HDR. ® Js II LOAD BRG. WALL III II S n n u n n w ® ENTRY u n I n I u u " II I I Q II I� JS JS III n II — II— I� a �L II ,1 III II II II III' II I I II I _—_— II i I III J$ NON-BRG. WALL JS = _ _ _ u Ii I I; a n u u n m ul n IIII n u h l n h n II n JS JS __= II IiI II I I F____ III I Q I II I 'I II II II =___ J$ J6 nIf u u u u �� Ne J6 J4 n ul n Av fi I u u u p u u II J2 (I II ��Q �� n u n n u i' m I' - J4 II_ II II J II II 'I _ I I III II If 11 J2 FRAMING NOTES: I 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE it it - n it TI li OR EQUAL, U.N.O. U� 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: G1� (•, <r v v E , C�� • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 -' ' ' G,� ni CAB • 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 (2) HETA-20 (2) HETA-20 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. FRAMING �T 6. NONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST 1 NOT BREAK 1'-4"MIN. FROM 2ND. FLR. LINE SCALE: 1/4 = P-0' ELEVATION 'A' CONNECTOR SCHEDULE LIN L SINGLE: STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-�' DBL 2 x 8 5'-4' TO 7'-0' DBL 2 x 10 �'-0' TO 10'-0' DBL 2 x 12 I0'-0' AND OVER TWO STORY APPLICATION pOUJN STAIRS gl� CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO U.N-O. 4'-11 I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 A R C Hill T E C T S Des.n Group-INC 81 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r svaDiv & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT: R5025.020/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FHB- p 019 ATE: svaDiv & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT: R5025.020/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FHB- p 019 ATE: 2 /5 /19 CALF: 1/4"=1'-0" SHEET OF ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE �CxFI IIOV GPI DUPLEX EQUIPPED W/ GROUND FAULT INTEMPTER (TAMPER RESISTANT RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROW FAULT I RECEPTACLE INTERUPTER (WEATHER FROCF) SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED �^( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS �y(�,(/) LIGHT FIXTURE- MV.P. VAPOR PROOF \11( LIGHT FIXTURE- J( PENDANT EXHAUST FAN MOTOR O LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET _ LOW VOLTAGE PANEL PANEL din METER SD SMOKE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTEP CO CARBON MONOXIDE GATT. BACK-UP W/ HAF'(DWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES iY TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (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 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE TRANSFOSV ER BANK. 80kVA VOLTAGE, 1620A3200-2401480V SERVICE: SINGLE PHASE TYPE, UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE: (120/240 VOLTS) MAXIMUM FAULT CURRENT, IS3S0 ampe P'OI ER COMPANY TRANSFORIER SERVICE BY OTHERS (3) '1 THW/T N COPPER CONDUCTORS, (1) e 6 THHN/TWM COPPER GROUND IN 2" CONDUIT. NEMA 3R COMBO DISCONNECT M AND FETTER CAN 200 AMP. PHONEc 200 AMP ELECTRICAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL PCLLER CO. COACH - - _ - — - - - COACH LIGHT LIGHT �LhuTRIC�LAN SCALE: 1/4 = I'-O" ELEVATION 'A' 200 AMP 120/240 VOLT 42 CIRCUITS MLO DATA r—T /— GABLE/TV 'HER WEATHER Box f PROOF Box BONDING TER ANAL AGE CONNECTIONS PROVIDE 04 THNWTHIW COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL MID COLD WATER PIPE. NOTE, IF PVC IS USED THERE 16 NO BOND41ROUND TO COLD WATER PIPE. A R C H IT EC T S ign Grou INC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdes Igngro u p.com AA #: 0003325 �nnm�n �ema�oo m� STJBDIV T: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D TE\2/5/19 ALE: 1/4"=1' - O" SHEET 7 OF Buildine Permit p Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model p Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +SO/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 30 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use %" Tapcon with sufficient length to achieve a 1 %" min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact a 30 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb (S) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0'x8'O" FL 5891.5 N/A rf W Tapcon %", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4', Min Clearance to edge 1', Min Clearance to adjacent anchor 4'. Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A lamb to block on vertical jamb 1 4" X 13 4" min embedded Tapcon. Max spacing of 7 2" and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4' X 3/4". All points Solld-set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: A R C H I T E C T S Design Grou INC. LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II''lull 0 10 c0 G 0 C ca SUBDIV. & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D TE: 2/5/19 CALF: 1 /4" =1' - O" OF 8 (0 5 MBAR VERTICALLY (U 5 MBAR VERTICALLY W/ CONS. W/ CONC. POURED CELL (25' MN LAP) POUND CELL Or,' 6' MIN MIN LAP) NSUL. MIN �R.4.1 TEXTURED CEMENTIOUB COATING Z S' CM? w{) PER (ASTM CW&) (TYP,) �Q e, cMu Q p _ J i1L H 12' GYP. WL. DD. 0 CURB HEIGHT VARIES °J 0 WOOD BASE w w z E 3 1!1' CONIC, REIN. W/ b'x6' °'3 WIAxWl4 IUIIF OR FIBER'1ESH ON IR' CONIC„ REINF. W/ 6'xb' 6-MIL POLY ETHYLENE VAPOR = WI.4xW1A LLILF OR FIBERMESH BARRIER ON II$LL-COMPACTED E ON b-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILL VAPOR BARRIER ON TERMITE TREATED FCLEAN ILL 1 1/2' RECESS E 4' 4' 4'UIEL (2) 5 REBAR ON CHAIRS m -0 (2) 5 REBAR ON CHAIN 1—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL AT GARAGE WALL BEYOND -WALL BEYOND - _ 3/4' RECESS FOR PAVERS GARAGE DOOR 3 W. CONG, WN. UV 6k6• Z UAWA WlF OR FIBEREBH ON L 6-MIL FOLY EnNUBE VAPOR .r _ - BAPobER O LLELL-COFIPACiED ' . III Q r CLEAN 79"TE TREATED FILL > io -.. 3 1/2' CONC. REINF. W/ 6'xb' li 3 IR' CONC. REINF. W! b'xb' ° _ _ _ WIAxWIA WILF OR RMERMESH ON PAVER I� 6-MIL POLY ETHYLENE VAPOR <° UA OR FIBERMESH ON LLLY �r _ BASE BARRIER ON WELL -COMPACTED 6-M'ILIF ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 5 RE15AR ON 8' I'-0. CLEAN TERMITE TREATED FILL FOOTING E CLEAN tERMITE TREATED FILL Z 4' 4' CHAIRS BEYOND (0 5 RBBAR ON CHAIRS f= 4' 4' 4' W RECESS FOR PAVERS EMEND FOOTING I 0 GARAGE STEP—UP UNDER PAVERS (2) 5 RBAR ON CHAIRS NON —BEARING rQ� GARAGE DOOR FOOTING PAVER RECESS ENTRY DOOR 9 £ e' VARIES S' SEE MANUF. PRODUCT DETAILS 3' 3• FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR SAD. TRACK E VARIES FINISH FLOOR W 5 REBAR SET IN SIMPSON HIGH s ° ° w STRENGTH EPDXY 6' EMBED. MIN (2) 5 REBAR • I -STORY y E l3) 5 REBAR 2-STORY � .a OUTSIDE REBAR TO BE / / 3 IA' CONC, REINF.W/ 6'x6• • IAxWL4 uuF OR FIBERMESH ON W6-MIL . ° ° -: ° POLY VAPOR i I)7-GONT. i m °°^ BARRIER ONELLELLLCOMPA < E O � CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP SHOWER RECESS FOOTERU _ 1O _ SLAB AT S.G.D. 11 SCALE, r.F-,' TYP. RETROFIT FOR %A1 OMITTED DOWELS (_R'�REBAR LAP AT FOOTING SOALE,r.r® SCALE, R','-O' TIE VERTICAL REBAR TO HORIZATIONAL REAR W/ NO' HOOK GROUTED BOND BEAM VARIES PER ELIE ° C LL. CLEANOUT REQJIFIED -.-- - FOR INSPECTION L , N 0'-0' FIN FLR 11 (1)5 VERT. DOWEL . -Ir LAPPED W/ BOND BEAM TIE VERTICAL REBAR 5 (1) RECO BAR AT RNERS - L TO HORIZATIONAL .� REBAR W/ 10' HOOK W/ 26' LAP MIN °..a -- m TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS F REINFORCING , ! • -0 GALE: I/2•.I'-0' A R C H I T E C T S Design rou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��o��oomoom� E 8 N O t C ca SVBDIV. 7LAKE OT:OAKLAND(LOT 2 MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA D E:/5/19 SHEET DI SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE t,NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. 70 PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED " 6TH EDITION (2011) GABLE ROOF TRUSS a DO NOT EXCEED � ❑ DO NOT EXCEED 41 8" CMU $LOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES DRYWALL WINDOW/DOOR JAMB AT FIRST (2) BAYSF1 -" DRYWALL METHOD PER 'NAILING SCHEDULE' P.T. Ix4 or'x4' MIN. P.T. Ix4 orq'x4' MIN. �� (4'-0' O.C. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P-t. NAILER (SEE WINDOW/DooR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER LOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT CDESCHED 2x6 SUB -BAN TIFFBAGK At ALL UPRIGHTS DOOR CASING ULE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW OVER 4'-10, HIGH MEMBER w/ (2)12d NAILS 8' FROM ' TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING (AS PER TRUSS ENGINEERNGJEACH END and g IS' O.C. MAXP.T. Ix4 or i'x4' MIN: imm (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/Y' x 9' (1) ' TAPCON (MIN. EMBEDMENT I I') 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT W/ 2' WASHER, SET IN 3 5 8' FROM EACH ENE) and IS' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT 5IMP60N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+/ Or +Y) WINDOW TO BLOCK (+3 ) METHOD PER "NAILING SCHEDULE' (6' MIN EMBEDMENT a 32' O.C. MAX) DOOR JAMB TO BLOCK (+%'") DOOR JAMB TO BLOCK (+3"or ) (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE I I A A l 9 15' O.C. MAX4A SCALE: r=r-o' 4E scALE: I''I'-m' MIN. SHANK SIZE .145 w/ 12d NAILS a 8' O.C. MAX MIN. HEAD SIZE .300 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14' TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CE�l COATING MIN. (PER ASTM A77 OR BLOWN -IN INSULATION TO PLUMB JAMB. 70 PLUMB JAMB. SECURE t0 BLOCK w/ (1) a' TAPCON C926) OVER CM (R-VALUE PER ENERGY CALCSJ ❑ DO NOT EXCEED ' DO NOT EXCEED ' (MIN. EMBEDMENT 149 8' FROM EACH ' END and 0 IS' O.C. MAX --VA ' GYPSUM BOARD OR �' HIGH STRENGTH 8GMT) BLOCK 8' CMU BLOCK or CEILING BOARD DRYWALL DRYWALL (1) DRIVE PIN, 8' FROM EACH END and NO. FILLED U-BLOCK w/ (1) �5 PCKING r 0 18' O.C. MAX 1 BLOCK WALL SECTION —GABLE ROOF (SEE WINDOW/DooRJAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or � x4 MIN. Ix4 or Ix2 P.T. NAILER SINGLE STORY SCALE; 3/4':I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOWiDOOR JAMB BLOCKING DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT OSB (4 WIDE MIND MIN. SHANK SIZE .145 DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE 300 SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1' PER MFR'S SPECIFICATIONS EACH END and -s IS' O.G. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CE�0 INSTALLED PER SECTION RW5 OF THE FBCR, „ NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE s SECURED (MIN. EMBEDMENT 149 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) END and A 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/TAPCON MIN. 11' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE'�� SCALE: r=r-m' 4 (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 18' O.C. MAX 7 . EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 / MIN. SHANK SIZE 145MIN. HEAD 51ZE 30 6 ) (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MN. EMBEDMENT m4' SHIM AS NEEDED 4F scALE: I -I m TO PLUMB JAMB. METAL DRIP EDGE - DO NOT EXCEED' GYPSUM BOARD OR � HIGH � ❑ SECURE TO w/ (2) ' tAPCONS 2x6 SUB -BAND STRENGTH CEILING BOARD 8 CMU BLOCK VENTED ONO. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT 14') 8' FROM EACH ALUMINUM SOFFIT (1) "5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER ELT SHIM AS NEEDED END and 6 18' O.C. MAX ER PLAW: (SEE WINDOWOOOR JAMB BLOCKING WINDOW (PER PLAN), GA87 LINTEL FASTENER SCHEDULE FOR ATTACHMENT-14 , & ' OSB (4' WIDE MIN.) t0 PLUMB JAMB. or (SIZE AND REINFORCEMENT DOOR CASING � DO NOT EXCEED 41 (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR.- PER PLAN) DOOR JAMB / WINDOW 9 IS' O.C. MAX SPECIFICATIONS— (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE .300 MIN. EMBEDMENT I ' NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 4 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 lR-VALUE PER ENERGY CALCSJ THROUGH NON-STRUCTURAL MEMBER (Ix or 1' 055) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN w/' TAPCON MIN, 14' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH TEXTURED OEMEN71710U8 1)15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 /156"") PER MFR'S SPECIFICATIONS) END and 6 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL NOTE: or C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 151s) STRUCTURAL 2x MUST BE ON OUTSIDE s SECURED (1) DRIVE PIN, 8' FROM EACH END and 8' CM 9 18' O.C. MAX ' P.7. FURRING STRIPS g 16' O.C. 4C SCALE, I'=I'_m' THROUGH NON-STRUCTURAL MEMBER llx or OSB) MIN. SHANK SIZE .145 w/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT 141 —�— NOTE: WINDOW TO BLOCK (+3 Ym SHIM AS NEEDED 7 ,> o PLUMB JAMB. P.T.Pl2) 2x6: I, a DOOR JAMB TO BLOCK (+3 /6 ) RE ONCRETE SLAB DO NOT EXCEED 4" 4G scALE, r=I,_m, SECURE TO BLOCK w/ (2) 4' TAPCONS (SEE FOUNDATION PLAN FOR SIZE 11 (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a IS' O.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING SIMPSON HTS20 w/ 110J IOd NAILS t0 TRUSS 8 6 16' O.C. MAX `� FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) 4'X2 4' TAPCONS INTO BOND BEAM RE -ENGINEERED SINGLE STORY SCALE: 3/4'=r-m' MIN. SHANK SIZE .145 (DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN, EMBEDMENT 14' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) 5IMP-ON HT520 EACH SIDE OF TRUSS w/ NOTE: (I0) IOd NAILS TO TRUSS e (4) 4'X2 4' TAPCON5 P.T.(2) 2x8: Em -�- --- - STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED INTO BONA BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS) SECURE TO BLOCK w/ (2) 4' TAPCON-5 ' w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK (MIN. EMBEDMENT 14'J 8' FROM EACH +2 _' TEND and 6 IS O.C. MAX Y4 A PCONS MIN. or OPENING 22' x 30MIN. t 1 2 COVER (2) DRIVE PINS, 8' FROM EACH END and 1000D CASING AT SIDE WINDOW TO BLOCK ( 4) 2' APART 10 IV O.C. MAX ATTIC ACCESS 1 " 3 SCALE, r�Ts. NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING f GYP. 4D 5 MIN. HEAD SIZE .300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD l7YPJ SCALE: 1'4-0' SCALE: N.TS. MIN. EMBEDMENT 14' A R C H IT E C T S Design rou ITINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngro u p.com AA #: 0003325 r � unnnm ��omoomm0or� E 8 N O C SUBDIV. ' LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT*: R5025.020/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA i /5 /19 80*LE: 1/4"=1'-0" 1 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE �6 0.5.5. or V CDX PLYWOOD - 8d RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS g 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 1@ 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL Ya' CDX EXTERIOR PLYWOOD or 1%2' APA-RATED 0.55. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 6 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. TOP CHORD BLOCKING 9 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES 6 EACH EN PRE-ENGINEERED TRUSS e 0.5.5. or Y' PLYWOOD or X' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. 9 or RAFTER PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS m 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n ANY MANUFACTURER n NAIL REQUIREMENTS j m SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 Y8 .131 110,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS a 4" O.C. TOP a BOTTOM EDGES N Z C 8d RING SHANK GUN a NAILS 9 6' O.C. IN FIELD i�o n 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE ® LLI LL SECURE TOP PLATES w/ 16d COMMON NAILS 9 4' O.C. N Z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROw6,STAGGERED Lu (0.5.5. TO BE STRUCTURAL GRADE) W Sd RING SHANK GUN NAILS 6 12' z J Lu O.C. IN FIELD Z N W or a Lu a � � 8d x 3' SCREW SHANK BALLISTIC NOTE: " m " o ca 0 ELECTRO GALVANIZED STRIP + DO NOT SPLICE TOP PLATES WITHIN 6'-O' o NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL a > @ SHEAR WALLS. N UNTHREADED SHANK TO EXTEND m BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=I'-O' NOTE: RE -ENGINEERED GABLE TRU56 DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0' O.C. a SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS EACH TRUSS (DIAGONAL r 0'-0' - 30'-0' USE (1) X-BRACE X-BRACING 10 COVER 5-TRUSSES 30'-1' - 60'-0' USE (3) X-BRACE i (1) X-BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END r STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRU55 ENGINEERING)' PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITIONyy 7B SAME X-BRACING REQUIREMENTS) A2 ONT.2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRUSS w/ (2)12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN I SCALE: 3/4'=I'-0' or 10'-0' O.C. MAX A R C H IT E C T S Design rou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��'I'lllllll ��ovmomo�om� E V E C L SvsDIV. & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833— 01 PROJECT#: R5025.020/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D TE: �a/5/19 ALE: 1/4"=1'-0" VTCR oI (1) a EA �l O.C. M� TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 ECURE 2x6 MIN. TO BLOCK w/ (2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY IMIN. 6' EMBEDMENT) ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 6IMP60N or USP HIGH STRENGTH EPDXY IMIN. 6' EMBEDMENT GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU •+ Y a ' �. ® 3 GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. I" MIN. SLIDE / PRE-ENGINEERED TRUSS ' GYPSUM 50ARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) -SECURE 50TTOM 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 w00D STUDS v SCALE: 3/4'4-0' _ PRE-ENGINEERED TRUSS GYPSUM BOARD OR J' HIGH STRENGTH CEILING \— O BOARD 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 %8 METAL STUDS (25 GAUGE) 6 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12' O.C. 3 %a' 50TTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. F-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: 3/4'4-0' () 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 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. V EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H IT E C T S Design rou JYINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II�IIIIII ��eawemomog SVBDIV. & LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA 2/5/19 /SlICALE: 1/4"=1'-0" 1 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a" LEG MAY BE U5ED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER INSTALLATION FA5TENER5 TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM 01063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C e26-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A CTFP t INSTALL FASTENERS (CLIPS, STRAPS, 5TAPLE5) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL $" TRICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 'a1" (VERT.) O.C. MAX AT SUPPORTS 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 9GALE: N.rb. NOTE: APPLY SEALANT AT I'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 1311 (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI WRB #1 TAPED T, SHEATHING w/ WI #2 OVER TOP. W� #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING wI-�U I_,li i G IB -I FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP scALe: N.rs. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING (4)w- NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) 4 6" e HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1° METAL LATH TAPE WRB LAYER 01, 6TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND -.PT:I'% I DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR "` APPROVED EQUAL) z e 0 STUCCO WRB LAYER 02 z (FORTIFIBER BUILDING PAPER OR 76 APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH. LATH TO BE PER FBC R103.1.1 / 45TM C-841-Oe, MIN, 2.5 L155. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S /GDesign roupINC. 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'IIIJ sUBDIV. ee LOT' OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT#: R5025.020/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA D TE: 2/5/19 C'ALE: 1 /4"=1' — 0" UV AI 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASH FELT UNDERLAYMENT 11 SHINGLE ROOFING DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER A5CIA WRAP KICKOUT DETAIL 5 BCALE: N.TBN.TB. "~- " *^ "ECEIVE 1 AT OF 5HER-CRETE -.ONGRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT 8 PENETRATION scALe: N.TS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY15LEND FOAM ("GREAT STUFF" OR SIMILAR) FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER $1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE5,y" SEALANT e JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPEF DRYER VENT (FRAME) OVER "QUICK FLASH V A SCALE: N.T.S. PIPE THROUGH WALL BUILDING PAPEF UNDER "QUICK FLASH" EVENT PENETRATION L� SCALE: N.TA WOOD SHEATHING — WOOD WRB LAYER 01, �.01\15TRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER #2, WOOD. FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL %s" TO 1/5' MID -WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME' 6l AI G_ IITC —WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH —1/0" TEXTURED FIN15H Q WOOD —FASTEN TO WOOD STRUCTURAL MEMBER 6 1" O.C. MAX %$" TO %' MID -WALL WEEP SCREED `6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING `TEXTURED FIN15H IB MA50NRY HORIZONTAL WEEP SCREE] 7B (FRAME TO BLOCK SCALE:N.TS. NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 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 SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 gTFP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT @ ALL SIDES DRYER VENT BLOCK 6 B SCALE: V.S. PER FBC R10321 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 ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L--J. °_ as WOOD SHEATHING - -- 5ELF-ADHE6IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: NdB. (MW E CONST) STEP 3 A R C H I T E C T S Design rou ITINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �om00000omg N E t svBDIV. ee LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT*: R5025.020/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D'TE: ALE: 1 /4" =1' — O" WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)_ , AMIGO AM6G-WFWC-1Sm CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) X`` WRB LAYER #2, FORTIF15ER BUILDING rN� PAPER (OR APPROVED EQUAL) HING WRAPPED pH EREING S CORNER OF CANTILEVER X— AMICO AM66-WFWC-i&o CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 8 5TICK) 6" PEEL & 5TICK 6 DRIP EDGE TO DECK 1 Y"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK ,a DRIP EDGE TO DECK 5UB FLOOR FULL 5HEET5 OF PEEL 4 5TICK I Y2"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVE) EQUAL; BEAD VINYL (OR APPROVED EQUA) CA5IN BEAD =•=COMPONENTS PULLED --\ 1 APART FOR CLARITY TRGF.ND DRAINAGE PLANE (WRB LAYER #l, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO �. WOOD SHEATHING 5ELF-ADHE51VE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/5' TYPE 'X" DRYWALL W/TEXTURED 8 PAINTED FINISH s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" 2(o GA. GALV. METAL DRIP EE 5ET IN FULL BED OF SEALANT, Y2" SPACE FROM DRIP FACE TO TREX zAP FOR BACKER ROD 4 SEALANT 1 (OR APPROVED EQUAL) CA51NG BEAD THER RE515TIVE BARRIER #1 THER RE515TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE "'�-3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER NOTE: CORNER BEAD FASTENER TO METAL LATH: LATH TO BE 3 SHEATHING o I" O.C. MAX. PER FBC R1031.1 / A5TM ;m C-84l-091 MIN. 2.5 LBS. PER t`_ WRB LAYER #I, 5TUCCOWRAP 50. YARD (UTILITY OR `:'�(OR APPROVED EQUAL) NOMINAL LATH DOES NOT ' % \ WOOD SHEATHING MEET 5PECIFICATION5) METAL LATH WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A SCALE: N.T,3. Y" GAP FOR BACKER ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 5TICK) PEEL 4 5TICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y"XI y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 5TICK) WRAPPED FROM BALCONY y4" GAP FOR 5EALANT 4 DECK TO CANTILEVER OPT. BACKER ROD s" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D 90ALE: N15- \ --4-t1" 11 . _:✓ mCOMPONENTS PULLED APART FOR CLARITY w $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE - L—WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12A CORE: KrsNER BEAD @ FRAME bGAL. — CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU Na" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12B 6CALE: RTZ. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 6" 5ELF ADHERING 4 FLASHING PEEL 4 5TICK 1 Y12"x3" °L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y2" X 3' 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Iz" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING I y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT y" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #I WEATHER RE515TIVE BARRIER 02 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H IT E C T S Design rou lNC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r lill 11 �II"IIIIII ��omm000vom� E 8 U) N E .mac C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833- 01 PROJECT#: R5025.020/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ALE:1/4"-1'- 0" HE �F�T //T ��\\ V V 1 �l 3 WOOD SHEATHING WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER 112, FORTIF15ER WRB LAYER 111, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING GAF TPLASTER GAT BUILDING PAPER r5A D BUILDING PAPER (OR (OR APPROVED EQUAL) 1X TRIM MEMBER a STUCCO OTRIM METAL LATH TO TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP TO SIDING TRANSITION WRB LAYER 02 FORTIF15ER METAL LATH WRB LAYER #2, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER $" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 GOAT CEMENT WRB LAYER 12, FORTIF15ER (OR APPROVED EQUAL) CEMENT PLASTER ' APPROVED EQUAL) PLASTER j BUILDING PAPER WOOD SHEATHING 6"SELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING i" THICK, 3 COAT ANGLED CASING BEAD METAL LATH (EXPLODED $ (EXPLODED �1I DRIP CAP VIEW FOR CEMENT PLASTER 6 SELF -ADHERING FLASHING viEw FOR $ THICK, 3 COAT�— cLARITY) DRIP CAP GLAR11Y) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP # LWRB LAYER #I, 5TUCCOWRAP WRB LAYER I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING - (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING METAL LATH PAPER (OR APPROVED EQUAL) �° SELF ADHERING FLASHING OR PEEL 4 STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTER $° THICK, 3 COAT CASING BEAD 6" SELF -ADHERING CEMENT PLASTER 14 WALE:K?S. "'�-SE`T N' FLASHING / 6"SELF-ADHERING DRIP CAP—/ FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND @jtFRAMI, W BAND WRB LAYER #I 5TUCCOWRAP Woo SHEATHING C13'��SCALE:NTS. (OR APPROVED EQUAL) D E G LEGEND WRB LAYER #2, FORTIFIBER BUILDING WRB LAYER #I, 5TUCCOWRAP x (OR APPROVED EQUAL) WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE �" WRB LAYER #2, FORTIF15ER # _. (WRB LAYER I, 5TU000WRAP $ THICK, 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER #1 OR APPROVED EQUAL) CEMENT PLASTER' lOR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 6 SELF -ADHERING FLASHING V/6" X Ya" LAP SIDING W/�" REVEAL WEATHER RESISTIVE BARRIER #1 WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH A lF T FI ANGLED C SIN A OR I BER BUILDING PAPER LED G BEAD 6" SELF -ADHERING FLASHING - WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) (EXPLODED s THICK, 3 COAT CEMENT STARTER STRIP PER STARTER STRIP PER VINYL (OR APPROVED EQUAL) PLASTER METAL LATH X X X X C ARItoR MANUFACTURER'S INSTALLATION a• c MANUFACTURER'S INSTALLATION STUCCO Qa. CASING BEAD INSTRUCTIONS INSTRUCTIONS DO NOT CAULK OR SEAL OPENING (0" SELF -ADHERING FLASHING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD RAISED GALV'p METAL "Z" FLASHING GALV'D METAL "Z" FLASHINGBAND (FRAME) :` - @S-CALE. NTS. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD "` METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR GALV'D METAL "T FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO Cap BLOCK TO FRAME TRANSITION STUCCO CASING BEAD s° THICK, 3 COAT 6 l3GALE. NTS. CEMENT PLASTER $THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND ya GAP TYP PLASTER METAL LATH WOOD SHEATHING 6" SELF -ADHERING FLASHING SEALANT CASING BEAD SEALANT METAL LATH TOWNDOW WRB LAYER #2 FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER 12 6" MIN, ABOVE TOP OF 'Z" FLASHING WOOD SHEATHING WRB LAYER 12 FORTIF15ER %6" X 7 Y4" LAP SIDING W/6 REVEALS a WEATHER RESISTIVE BARRIER #1 WINDOW FRAME 6 SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 —BUILDING PAPER _ ;' � (OR APPROVED EQUAL) jilGALV'D METAL "Z" # FLASHING — E-Z BEAD VINYL (OR STARTER STRIP PER MANUFACTURER'S WRB LAYER I, 5TUCCOWRAP INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) _ APPROVED EQUAL) CASING ;K; I TO LAP WEATHER RESISTIVE BARRIER # 6" WIDE PEEL 4 STICK (W/fs' FLEXIBLE PVC BACKER DO NOT SEAL OPENING 6' MIN. ABOVE TOP OF 'Z" FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER / \\ E-Z BEAD VINYL 2X FRAMING WRB LAYER #I, 5TUCCOWRAP GALV D METAL Z FLASHING (OR APPROVED EQUAL) CASING ; \ (OR APPROVED EQUAL), l' SELF -ADHERING FLASHING BUILDING WRAP (W/%8" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING INCLUDED) MEMBER WEATHER RESISTIVE BARRIER #1 / (W/Ys' FLEXIBLE PVC BACKER ROD) E-Z BEAD VINYL (OR APPROVED EQUAL) #APPLY FULL BED OF 6 SELF ADHERING FLASHING 6' SELF -ADHERING FLASHING CASING (W/Ys" FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING %g' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 CLARITY WEATHER RESISTIVE BARRIER 02 SIDING TO STUCCO EZ BEAD WINDOW CASING Cap FRAME TO FRAME TRANSITION 17 SCAM N.T.S. 6 SCALE: N.TS. 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 �vv�v�omov� E 8 N :O C I SUBDIV. 8e LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833-01 PROJECT*: R5025.020/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 2/5/19 $CNALE: 1/4"=1'-O" 1 VU A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP gX­A��-14Ts. (FRAME) APPLY 051 H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT, FLUID APPLIED FLASHIWG (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL_FLASI TEMPORARILY^' In "a SECURE HOU: " P UN" FOLD IN AT J] SLOPE INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS/ STAPLES) STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLA5HING AT THE SILL 01 r, r U NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6" 5ELF-ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 01 Pi r I " MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK APPLY 3/s" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS, SUPER STRETCH BUTYL FLASHING 8" VERT. END DAMS REQ'D. AT EACH END OF SILL JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN, TEXTURED EMENTITIOUS COATING VIER BLOCK STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTIl APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT ROTECTO-WRAP BT-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �.EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 19 scALE: KTs_ STEP 5 " 1 .Ul U g" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Design ro up INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 r � om■o�0mov� E 8 E O t C SLTHDIV. 8e LOT: OAKLAND LAKE (LOT 20) MODEL: 1833 F1833- 01 PROJECT#: R5025.020/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA DAT : 2/5/19 UV A5 - APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT ,I 8,-8„ 5112 • �8'-8„ 'r • 1 8„ BRG. _ 50'-0" ------ 11'-9" _^ 20'-0" I 18'-3" I ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL ^ N fl m Or Oi 0) M m ? N Oro • J2 — - — -- — — — — J2 OPT, LANAI HANGERS TO BE USED o J4 -- -- J4 SCALE: 3/16 = V-0" ELEVATION "A" a (Simpson) or (Usp) HUS26 QA HUS26 (D HGUS26-2 © THDH26-2 N C1 ' o n (� HGUS26-3 Q THDH26-3 . —-.-- - —_--__-._.- Govig QRT16A NOTE: - - --- - - - - - © CONNECTION BY BUILDER YOUR � LL ACKNOWLEDGE: J2 Vi6 \ J2 O) AUTHORIZATION FOR FABRICATION. - — - - J4 - V12 p — - J4 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, -- — - -- — AND TRUSSES. TRUSSES WILL BE MADE IN - is ZL STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. va 3) RECEIPT AND USE OF "NIB-91 Summary Sheet is --- --- ' is COMMENTARY and RECOMMENDATIONS for HANDLING, METAL PLATE CONNECTED & R(TPI) 71, \ /% JH ----- -- n �. r o zri A w ,,�, - _-__....__ _ _ - Jg WOODINSTALTR SSES'LING tg \ - -- `-- - "'- — -- --- ----- --- - -2 T_- � +4) NO BACK CHARGES OR CRANE CHARGES OF ANY J6 ---- _______ / is KIND WILL BE ACCEPTED UNLESS SPECIFICALLY j AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. is I} SIGNED / I — .,, �....._.---._ J8 _ ,.-. - - .=_,}Arm _I:A•u,• .,. , J8 _ -_ \ / ----- ----- -- - -- is All spacing is 24" O.C., except as noted. All wolls shown are bearing, except as noted. / All volleys calculated with sheathing under. is - is Number of girder plies to be determined by engineering. "o J8 .__ -_- -- DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. \ Labeling trusses is a service, not a requirement. Engineered JS - - • drawings supercede labeling of trusses. It is the responsibility / �\ _- ----- ._._. _.._. __ _ is of the builder to utilize engineered drawings when erecting trusses. _ 'WARNII' _ .- ,.. s is is J6 — ERECTION BRACING IS NOT THE RESPONSIBILITY Or TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK j — — — J8 PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO J6 - - -- / \ ffcv6C;W AS NOTED 0 ElREJECTED/RESUBMIT PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE "BCS-B1 Summary Sheet COMMENTARY for HANDLING, INSTAWNG & BRACING METAL PLATE CONNECTED f] Wit 9 � ❑ FOR YOUR INFORMATION and RECOMMENDATIONS WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND J6 - - — / i \, fioMf " -16 for conformaaea with design intent PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. -- J8 ad to that cafal0t Documents only. ��{ 4�! N� to contract Sam, TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT J6 J6 - / / I - ----- J8 (t wml ids to not relieve the O"Naa1N fNr 00 Dimoseants. The coatrectx N alll/ Igrfetating all DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. ��� 41"Ifitica, N 0. rem, fabrication TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE • - ---- - JB - V Drocassa1 90 flat! s of construction, eem of coordination of their c) CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL ds w r 1 t, wormance of r REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO � - Je M Work to a fNplq'compliance F-T HANGER IS SUPPLIED. • CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTTONS. J4 - .. -- J�7 -`--- JS V7 - ^ l , t MWTRSOow-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity : MPH 13G . - ,- -�� - I g Load urn car Imp. Factor; 1.W Wind L d Duration Fat i 1.60 Mean Roof Height : 15 R. J2 12A --- ' A V9 C Brian M BleaH Struct En P6051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 34951 2 464-4160 R Ak 810 ` Y • N ? 01 Gbh IJ !� c� A N (<'p �'-_ ——_-_._. • S I St. Lucie County - I r—NI-_-te-8n- 2 -0 -0 I 1 1 -10 2 -0 4 9 -0 I 2.0 -6 Trusses shown on this layout are a component part of the building and show truss location. N S 1 D '�N 'I'RU'�' (77q) 4s4-4160 N�ss•9�y Proper erection, temporary and permanent bracing design ----- - 3v -o - the responsibility of the building designer or his engineer. _ are �I7� CC1Yli[iE`f1LGJr INC. - Lateral bracing shown on the individual truss drawings must be placed during theerection! procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 _ - JOB NO,: S T / v '- CUSTOMER: RYAN HOLIES ROOF PLAN _ _ LOT, A 0 BLK: DESCRIPTION: ELEVATION "A" SCALE: 3/I6 = 1'-0" - - ADDRESS: P I an — 1833 Elev. A SUBDIVISION: Oakland Lake SCAIE 3/16"mr-o" OAIE 7 18 2018 aRANN or.DWAWINO dhc NUM M 1833-A-gr