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HomeMy WebLinkAboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION ° ) CS COVER SHEET GN GENERAL NOTES IL ° ) 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX 0 0 — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i PLIT 1Nkxnes yanhomes.com 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 ` HAZARDS DESIGN UNDERLAYMENT ' FREEZING ANNUAL LOAD (mph) effects' CATEGORY` Weathering depth' TermiteTEMP` REQUIRED ° INDEX' TEMP' N/A 160-C N/A Negligible N/A Heart' 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-10 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R3 16T FLR. LIVING 1,452 SQ. FT. •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C TOTAL LIVING1845 SQ. Ft. • BASIC WIND SPEED — VULT = 160 MPH ENTRY 19 SQ. FT. — VASD = 124 MPH PATIO 18 SQ. FT. RISK CATEGORY II GARAGE 393 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE — TOTAL 1,552 SQ. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CU5IG VOLUME LIVING 12k32 SQ. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'0" 47'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO, 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 BY St-Ludecomw 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. — COMPLIANCE ST AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIII" �omommo� E 8 N E O C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 xXX00-01 PROJECT#: R5025.036/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JA S CANTWELL JANO 12079 D E: 6/18/19 S AT :1/4"=1'—O" SHEET CS OF GENERAL NOTES 4. 5. 6, 7. 8. 9. 10. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3, ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7, STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS CA. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) D1. 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 El WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS :0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.1. GUARDRAILS AND HANDRAILS 200 F2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD 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 R301.2.1.2 OF 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 R3122.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED, (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER 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 R702.4.1 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS• AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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 0OR 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 SHALLALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 3. 4. 5. 6. T 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 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 COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25M PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 4. PROVIDE S%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 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y<INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 k9/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM Cl 116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.42 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3+ B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: DA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION 12017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, IN ACCORDANCE WITH NEC 210.50(G)1. 119144 1 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI2007) 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=175.PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSS EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 16132" 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 '/#" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS. LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 21 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. 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. 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. 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. 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 (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPHIC 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 R4022.3 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 R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ` CONDENSATION LINES SHALL BE MINIMUM'/:' PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM %4" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017): �- 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH y" GYPSUM BOARD, FBCR, 6TH EDITION 12017) SECTION 3027 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING •- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.. REVIEWED I""'"" CONTROL DATE: 05/18/18 A R C H I T E C T S 4Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407.774.4078 www.abdesigngroup.com AA #: 0003325 r �II'I'll II ��o0vo0oo �J E 8 cri E 0 C L SLJBDIV. & LOT. OAKLAND LAKE (LOT 36) MODEL: 1452 XXXOO-01 PROJECT#: R5025.036/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA, DALE: 6 /18 /19 SCAT 1/4"=1'-U" SHEET G JL �7TI O F SECURE STRAP A/C UNIT SIMPSON WB ROLL TO GONG. W/ l2)�D SCRAP OR EQUAL 3/16'x2° tAPGONS 3 1/2' THICK----' \\—SECURE STRAP CONC. SLAB TO UNIT W/ (2) •8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL STL. POLE ON 1/4'x6' tl/4'x3'x3(W DIA. BASE (2) I/2'x6' A.B. BOLLARD DETAIL { 2 'VTR ,�2 I WCHEN SQ AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES 40' - m" -O" 10'-9" 29'_3" 5 CPAVER5) i m TYP. Di -3 1/2* O HB. DI N� II DI gy0 '-0' FIN. ELEV. ■ p� N. GONG SLAB FIN I ■ I DI � r TYP. 31/2' CONC., REINFORCED c � IN 6'x6'-1111.4 x 111I.4 ON 6-MIL POLY ETHYLENE ■ I�� --�� VAPOR BARRIER ON TEKTITE 1 TREATED IIIELL-COMPACTED CLEAN FILL Dl rt` �L P.n i Iu I .: _i jl a I II L= JJ I I � II PVC CHASE ■ it FOR ELEC. 0 ISLAND i z60,./, II I n 15F�W�R II \rAN il II I }i II S" 1 S' I" 5'-11" i \\ i i 9' G ■ F-,r----j � I r------1J v OPT i _ _ REF i i �R/A'i A/C, i i t--n nil co \x� DI I i I( II II W'iiIf-- _ - y in 3/4' r----TI I ■ _-- ______�____ n - CONDENSATE LINE L� TUB�iI EXTEND — — — — L--=-=- ---- �. SLA511/2' 4' I N@ W/C�� I A ■ I A ` % �� °i l BOLLARD ' 3D1 21'-4" LAV. 18'-81, e0 9A I iw -&' RECESS SLAB D1 N FOR PAVERS PAVERS ■ F■■ ■■ ,� 24'x24'x12' CONC. 1 q -3 1/2 FTG. W/ (3) "5 �' 1 I S 3'-4" 8 REBARS EA. WAY DI ON CHAIRS MIN. 3' COVER + + (2-TYP) ■ I I a PAVER EDGE 0. LINE 8 -1$0--6 1/2' — 4'-0" 8" 16'-0" 4' a" 401-0" 7 W/C i v 3 1/2' CONC. SLAB i �r ` ( COND J 1 1■1. " I 1 LI, 3'-6 " I, ■ 111101iY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT' BOCC ��II if11��� SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r IIINIIIIII �maoee0000� QE V E i SUBDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00-01 PROJECT#: R5025.036/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C T ARCHf rE STATE OF F CCT- DA D' TE: 6/18/19 SCALE: 1 /4"=1' — O" SHEET OF 0 q r m N m m ro �r 0 1 Lh v M 1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC DOWEL 7fr--I LL SCALE: 1/4 = 1'-0* ELEVATION 'A" A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�"IIIII"I Lomoo0�0ov� E '8 W E 0 C L SVHDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL : 1452 xxxoo—oi PROJECT#: R5025.036/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAZN0 TWELL 9 4TE: 6/18/19 GALE: 1 /4"=1' - 0" SHEET 2 OF WALL LEGEND V-V BLK. BRCa. 8HEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL IV O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -SEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® A 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTT'S CONCRETE PA. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 I'1'-4' 8/28-6-(UU/(UL FfSTFeBSED L-2 4'-8' 8/22-64111/(O1L RECESSEp L-3 5'-10' 8(Ib-S-NU ML L-4 4'-&' 8/24-5-flAIKOX L-5 4'-b' 6/24-6-MU/(OA. L-b i'-b' 6/24-641)U/111L L-1 4'-b' 8/24-5-(UU/(0)L L-8 4'-b' 8/24-6-lUU/(0)L L-S 4'-b' 6/24-6-(UU/(0)L L-10 4'-&' 8/24-6-MUK&L 4CASTm440%ET4IIf LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I I7'-4' SF28-I13/IT HRESTFE65ED L-2 4'-V &R-22-05/IT RECESSED L-3 5'-10, 8FI6-05/IT L-4 4'-b' 8F24-05/IT L-5 4'-&' 8F24-05/IT L-6 1'-6' 8F24-IB/IT L-1 4'-b' 8F24-05/IT L-8 4'-b' M4-05/IT L-'B 4'-to' M4-05/IT L-10 4'-b' BR4-05/IT 0 L-5 N��ii W PATIO L-6 5068 SGD DINING V-8' CLG. KITCHEN V-B' GLG. BEDROOM 3 8'-8' GLG. BEDROOM 2 V-8' GLG. 25-SH EGRESS el LE ■ ■ # ■-� 25-SH 25-SH 25-SH ■- EGRESS N� GREAT ROOM 8'-8' cLG. OWNER'S SUITE 8'-8' GLG. I' Ir III l—n It Hit 0. BATH 1 S' cLG a L cc— — — — — cLG :�BATH f - -- — XA el - II O L - -- ' FOYER r - 8'-8' CL& I I I I ---� 3e 2—CAR GARAGE - L_2 L; LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E C T S Design Gro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�I'Illll'll LomooO��avJ SVBDIV. 8e LOT' OAKLAND LAKE (LOT 36) MODEL: 1452 �00-01 PROJECT#: R5025.036/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARC ECT STATE OF FLORIDA D E: 6/18/19 ALE: 1 /4"=1' - O" SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A"PPFr'.DAT II-1 IAITFI R 4AFF I OI17,9 (I RP/kTJ `'wrnCw4m' GIR4 V I TY OVERALL LINTEL LENGTH Bi0 05 Bill 0B BFI6 0B 6-]O 0B eF24 00 EC -G £ +'b3 (TYPE CP LINTEU B"B ''069 _, SITS 18 3119 B m 1$ 0ik4 IE E- eaP BFN) B $ nb➢l E^ 4 6"_ L5 R'-e" TO 3'-6' (PRECAST) 33BI 2l51 6314 10394 I,Bost -4 ]66' 489m 596! 1034 5Pi1 5-T' To 4'-0- (PRECAST) 1966 -"]b AEOL 21, 915d 4516 009 14 64¢¢ 6ern 4-!':04--b'(PREC45T) SeSe 'a 31e° 43� L 3 H_s dm2�ti .SODS. f2e6 42<3_ ]Sim 5 3I29 'I}Ir 4'-7' TO 5'-a• (PRECAST) ,663 IIIB JI Y050 ]549 _ 6133 Or'l 00. -4FO 1106 5'-5' TO 5'-10' (PRECA9L 10iD m38 - T '0 9031 6056 lie(19 S-.S 9= io6bl 5'-ll'T06'-6'(PRECAST) we Imo SS 1 9 LJ69 ¢.94 N25 n9- 09 e2Dn 6'9'iO 1'-6'(PRG048T) 143 - "Al 5,W6 See &U1 6.12 l'-l' TO 9'-4' (PRECAST) S54 6W I E6 n 25b4 34B6 .Ub 0e 1@3D. }TTl 09} .ad, 0''G w3 -1 - 4103 163_ b w 9'-5- TO 10'-S'(PRECAST) 495 6W - 5 - a 1 b m_1 011E 1045 2423 3127 10 -T TO II'-4' (PRECAST) Dip g4m Bl3 156A P VS- 1664 ]199 ]B06 _ 400E 35'd II'-5' TO I]'•0'(PRECAsi) 331 4l1Ire - '6-i: 1, 1 5V 355a aBB3 el? '2'B05 14SB ILL 216 13'-I' TO ID'-4' (PRECAST) ]96 l5 10 s 2' [ 036 6 >. _-_ 69 -Ll <B9B -_ (630 4]k UC 19'-5'T014'-O'(PRECAST) 319 111E '�' NIT 11Oe 13 I I � 826 6 1 121 12. r, N, 630 14'-1' TO [I'-B' (PIPEBTREBSEDJ NR FOR 11 NR 90d R R N. 13 Ne 1A-9'TO 0'-4'(PREBTRE%ED) NR N n'F R JR ¢ \R <R Ne -- - n'e _ 5 5 T T T S O) O I 4 (PEES RES E N rc - \R NR NR n \I\ M n'-5'T019-4 (PREBTRE68ED) VR a}5 1 4'¢-. - L"31 BI`. N2- I-16. �Ne - - FREE TRESSED NR - \R NR 00 +0 b - I{ b55 vH F 1466 nR vR tvR rzv-5•To ]r- m' (PREBTREBDEDJ NR ,16b 310 BSO F Ifi4 ¢ i -,Sv " NR 1999.. JR nR _ --1 \R 22'-r TO 24'-O'(PRESTRE85ED) NR ,•-S9 as¢ ') ¢ 6s4 �54 lose: i 22r 4AFF I nAnA (I Fe46T) A` PRFCAST IJ - I NiTFI A C UFLIcT LATERAL WEei LINTEL Lasi R" FIF IT ...F 21 T ?Fi<-T CP LINTEL) e ]TS ei- 3665 $'16-tT 3524 Pf30 P 4394 .2- a}E �} 1 b - - rz•ZI ewe 8P0 ROM(TYPE 1569 -6- TO V-6- (PRECABV 1363 ]305 3060 3815 -e6 .,^i b e 5 5 001 I'll ''035 10]4 1599 V-l�" t0 4'-0' (PRECAST) 33m5 '�' -06m' 965 - 45'0 5 6'd19. -65 i 7.3 Dole `13II 4'-1' TO 4'-W (PRECAST) - ".: J` 591 ®,9 c1 " 1 ]� 4'-1' TO 5'-4' (PRECAST) �a m -- "_➢ 9 O IIIS_. 6 - L- .133 411 411 143 5'-5" TO B'-Im' (PRECAST) 840 339. SITS 5'-11" TO b'-b' (PRECAST) 30, 121 490 B35. ➢l 1065 _ _ b'-l' TO V-b' (FRECABT) ,]l 424 534 363 ,00 uE,..14141 01 b _ 59f l'-I- TO 9'-4- (FRELASV CID 1016 IIB9 , a 0l Ev9 326 51] 390 890 9'-5- TO 10 - 6'(RREC44T) 804 ( ® 109 1'3 .14 -346 - 204 4@I ISO 4T4 Fil II' 10 -1- TO -4' (FREEASLJ 45A1Y4 95B 649 1.53 95 2eT pl'S IssS 360 4B] I54 q1® 11'-5't0 R'-O'(PRECABT) ]01s- 13_ 344 AM13l 41B 30b iG6n lBB 964 12'-r TO 19'-6 (PRECAST)111F 15s3 -T -4 18B1 1120 '. 324 110 3B4 36B '960 l]4 B89 13'_D. TO W- O'(FRECASV •HITS. 3-9 93{ B1m 6T3 '35B 625 58] 9 .•. A31 ]mp 399 104 14'-I'T014'-8'(PREBTRESeEDI NR 3B4 91 p46 eo r303 ae 11AAa-` WIV TO 15'-4' (PRESTRESSED) 2 e 13 <EE� 2 -E9 IDS _ 1` 259 B3 , 232 sea a (x cAO 460 Itot . 15'-5' TO n'-4' (FREBiREBBED) B 263 405 521 63B � NR 194 64 !06 192 __ Rll 1`,s 6. ]29 Us "1 Sur l41 Tv 13 ( ) 5 4 PRE61RE9sED ' - - -- {4Fj9 - - 1R _ Net 140 5 .. 143 - - R04 30T 9W 489 70 21-4' (Pfds8TRE60ED3 NR 135 42 'OSn Bt 1ST 'Q63 3T9 462 B46 63e 41'-5'T03S-O'(Plesi %ED) _ ,)F I'6 40 134 n9 ']61 94P HITS 49i Bbl 22'-1- TO 24'-m'(FREBTRE690O) NF 91 30 6 F�acce4T I11n' PFCFS4 nnnR 11-1 INTFI S SAPE LOADS (LBS/FT) (' GFZ4VIT1- OV 1_ LINTEL LENGTH Toss i81S14- WIFIS-058 A-OEblpz BBB A' !TYPE OFLINTEU 014)6 n49 3355 3]89 l smi2+ 16 4349 SSA 6493 3RT 0 FB "56l 9'-6' TO 4--4- (PRECAST) 1635 89) 3699 ' S3m6 6b&4 eFlo 'l9 914 101 9p4 59 01, 4'-5' T04'-O' IFRELA6T1 lgyq _ 766 3 2e 5206 6659 vmb0 ,4rd 2.� 11 9 9 4D 10B9B "4vE D 1110 4'-T TO 5'-0' (PRECAST) B66 El 4BI 0 9 165} 4661 6¢¢ 2369 Bm60 1911 224 F� 6 9 9;1. IFOO 6'A' T06'-Im' (PRELABT) 60 J J : 4 IH2 242 O 6639 606m i462 0YB 4l 4 B 06 1 60 -0 5'-II' TO 6'' (PRECAST) "I - _ Cc 182 o 5P40- 15 9.19 Im893 .11E 5113 l_ 39 6,3 6'-9' T01'•6' (PRECAST) 95 b6 14.0. 99 + 4 9 2 }Alb Sl 31 '5r 3 NA9 01 3146 l'-l' TO 9'-0' (PRECA TIT q 526 999 15fr8 - T.5B 329 APO, - 5891. e"PREC45T W/2"RECESS DOOR U-LINTELS SAFE LOADS (LBS/FTA wen' IF'_ IF I OVERALL,LMi6L LEPKfTH afT, I1 SFFIO T 'FTI4-I BG 0 6Ft2 li ae IT BR30-R BRED 21 6FFFI- T B:GIB 2i eR522i2P BRs (TYPE OP LINTEL) SG6-:1' BRI16 BE b RCtU '95 IEE9 •�..I162 IT111 - 3445 c:d@ 3'-6-TO 4'-4'(FRECAeT) -- °J/i5 -- 166E '362 1604 305E TB 161 1164 T5 4445 5d0 4445' To A' 6'(H.ECAST) 06 I'll _.101 - 4 In - 4 43 1 694 see '013 1604 2T- )939 36_'Jl 4]l5 " 4949 6l5 1,6- BS '_ ' •_ 4 l T 5 C46D O e (PRECAST) bW __..-___ ` Il9l. I]ml n46 _ _ _. 23)6 z 6 0SS4 213 i. -_ _.- 334E 3911 96 n199 408 40T 669 5'-9" TO 5'-10' (PRECAST) are we '. 1530 21 9 I SD - 3l'i> 24- a Eo 3199 383 %I SITS 2B13 3-e9_ 5'-II' TO b'- B-(PRECA9D / 190 165 RATS 2'!66 - 2519 O3, 595 l89 484 506 143 %4 6'-9' TO V-6• (FRECASi) 65 2:56 216a 5 968 _ 1 5E5 br4 363 395 Ax. sew It22 154G B59 21eC '-7 :O 9 8 (PR-CABL i161 2@I6 233I 'TO 490 ]I �:. 5ym mmlb lass AST= RGT4d LINTEL SCHEDULE MATERIJ4LS L f'c 8' precast lintel 4000 psi 2. f'c prestressed lintel = 6000 ICSl 3. Grout per ASTM C476 f'e = 3000 psi w/ maximum 3/8 inch a2e"gate d 8 to II inch slump 4. Concrete Masonry Un:te (CMU) per ASTM CSO w/minimum net area compressive strenoth = 1900 psi 5. Rebar per A57M A615 grade 60 o. Prestressing strand per 451M A416 grade 270 low relaxation 7. Mortar per ASTM C210 type M or S GENERAL NOTES I. Provide Fuil mortar bed and head LOInts. 2. Shore filled 'r ntles a6 required. 1. Installation OF lintel must comply with the architectural and/or structural documents_ 4. U Lintels are manufactured with 5/2' long notches at the ends t0 accommodate vertical cell'. reinforcing and greotng. 5. Reference the CA5T-C ETE Load eflectior: R R D Gra ph brochure for lintel deflection Information. 6. Bottom field aaded rebar to be located a the bottom of the ':Intel cavity. 1. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in -place corcrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load rating based on rational desion analysis per AC[ 30 and AGI 530 10. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating Of stucco applied In accordance with ASTM 0-296 Or Other approved coating. Linte16 loaded 6imultaeeo0ely with vertica! (gri lty or uplift) and hcrizcntal (lateral) loads should be checked for the combined loading with the following equation: Auolied vertical load Auplled horizontal load 10 Safe vertical load 5a Fe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE IICLR TYP 2) 5 REBAR • lb' GR40 or GR&O SAFE LOAD 7,45LE NOTES I. All values based on minimum 4 Inch T. For composite lintel 1612hi not Shown, use safe nominal bearing. Exception: Safe loads for unfilled load from next lower height Shown. lintels must be reduced by 20% if bearing length is 5. For lintels lengths not shown, use safe load from less than 6 1/7 Inches. next longest length shown 2. NR =Nat Rated S. All safe loads In units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All Safe loads based on simply Supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. II. The number in the the parenthesis Indicates the 5. One n rebar may be Subetituted For two 5 rebars percent reduction for grade 40 field added In e' lintels only rebar. Example 7'-&' lintel type SF32-IS safe 6. The dearener may evaluate concentrated Ioade gravity load = 6412rn) w/ IS% reduction 6412 from the safe load tables by calculating the (.851 = 5501 PIP maximum resisting. ImOmeGt' and shear at d-away from :ace of suppoi i T T Ff= DESiGNATioN F FILLED WITH GROUT / U UNFILLED j� ANTITY OF 65 REBAR AT BQOUTTOM OF LINTEL CAVITY OF1& = I5/1T QUANTITY OF e5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH e5 REBAR AT TOP MIN. (U REQ'D 1-1/2' CLEAR .1 = D � Q = Q Z GROUT Z ;g < "5 REBAR AT BOTTOM - • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/e'ACTUAL. PROVIDED IN LINTEL vARlr5) 8' NOMINAL WIDTH TABLE No. SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SAFE LATERAL (PLF) LOADS LINTEL SAFE LAi@F4L LOAD$ (PLF) total Lengul 1p• SW SW PLAIN little, SOLID LwALUI Type 8' Dom HEADER PLAIN B' DOOR HEADER' SOLID 1'-10' Priewit 199E 3%4 3'-B' Fiti 1112 wit 3'-1. Recast 116E 231E 4'-V RecSt ab0 1611 4'-0' Rewet BM 1614 4'-1' Recent WI 1521 WHORecent salt126E 41 Recast l � less 44 Re:wet 566 ISO 4'-V Ftewet 659 1165 F-4' Prmceat 6" 1%9 6'-e' Rewet 650 TIT 5'-10' Recast 543 Doe6'-B' Rewet E04 %1 b4' Frei 634 I%4 1LB' Recast 41 l81 6'•b' Recast Stir I]W Resst 39, 664 6'-5' P,.,t 515 1211 9'-B' Praott 286 635 1'-6' Recce! 446 Sea 1'-B' Rarest 425 SIR 1'-1• Ramer %1 BM 8'-4' Rene{ 354 145 ' P's"A 21 BED 10'-1. F`..t RV AEG II'-4' Recent its 620 12'-v Resat 164 549 Fret 143 504 1X-O Recast I6 AiN IC-0' Recent % SET 14 5- fee moseic NA. ew ITV-4' PruVeasad NA. 302 ❑'-4' Reermmd NA 213 H'-4' PrmVe.sad NA 116 70-0' Ret"i NA 1% of-4- Plis" eo NA 131 22-4' Prestessed NA 120 7d'-0' RnVmwd N4 95 NR = Not Reccmmw:ded LOTTS �/ CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH (An7) ASP• P11P NOMINAL WIDTH/HEIGHT OF LINTEL F-PLAIN OR SOLID LINTEL 18/16_P #U/#L] NO. OF ADDITIONAL #5 BARS IN UPPER__ OR LOWER LINTEL CAVITY GENERAL NOTES: I. e-ODES I.L FLORIDA BUILDING CODE RESIDENTIAL, 61­14 EDITION (20RU, SECTIONS R4023 4 R606 U, FLORIDA BUILDING MG WIDE RESIDENTIAL 6TH EDITION (2011)SECTIONS 190I2 4 2101. 1.3. ) BUILDING GODS REQUIREMENTS FOR REINFORCED CONCRETE (AGI R BUILDINGS . 1.4, 2. CONCRETE! SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASGE Td0). Z.I, CONCRETE COM/STAN VE STRENGTH CE E DAYS: 21111l PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.IA, GROUT IPE W/PRESTRE58 REINFe Fi Ulf 0 P51 2.1.9. GROUT PER ASTM G476 - 50a0 PSI W/ MAXMAX. 3/8" AGGREGATE, 8' TO II' SLUMP. 2.2, REINFORCING BARB: lid. 6STEEL PLACED M CAST LINTEL AT TIME OF FABRICATION ASTM bIS t (GRADE 0). PRE E R DE 22,2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6I5 (GRADE 40). 23. FIRE-STRESSEDILINFO STRANDS ASTM A416 N WIRE, H ACI 3 RELIEVED 210 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL UTFLLED GRAVITY CAPACITY (VDL IOGN GRAVITY CAPACITY flP5L (I,`5U tFur CAPACITY IMS, (I)SU UPLIFT CAPACITY (InL CADU BOTTOM BAR 70P BAR. GR4WTY CAfi 77V '-6' RRECA6i (v4 (2)ry 4445 TIME 1809 W29 05110 3'46' 2'4. PRECAST (2)0 (2)n 2415 3831 VISIT AIRS, 415 4'•0' 2'-e' PRECAST (2)4 (2)1 1183 2111 2111 Vbe 3N6 4'-6' 3'-1' PRECAST r2) I !21 ry INS 2165 2" 260E 160E 4'4 '-4• MGAST (2)ry (2)ry 1232 WIT 2011 2421 2421 5 4 4 0' PRECAST (1)5 (2)ry 10m6 1651 65 l I B10 I %I 5 -10' 4 6' RECAST (119 (1) ry W0 141 3 W3 1410 1609 6 4' 9 O' P:ECA6T (2) 4 (2) ry 140 1232 Db IAS 6 6 6 2' PRECAST (})N (})ry 101133 U32 D32 1145 134E 6 / 5-4' PRECAST C)m (2)n &M 1184 164 1081 11% T-V 6'-1' PRECAST (2)et (2)ry 510 B91 "I WE 10B} T -W 6'-4- PRECAST (L 4 (2)1 WI e59 eas 154 Im4l B 0' 1'-0' PRECAST (ON (2)ry SITE 903 902 112 °84 014' T-V RECAST (2)4 (2ry 488 851 %1 643 an 9-4' 1'-0' PRECAST (L•4 (Dry 46 126 126 AM 190 10.6' 9'-2' PRECAST W-4 (2)4 354 616 SITE 38D 1 613 II 4' 10'-0' PRECAST CIS t WS 315 %1 561 311 60l 12.0' 10'-6' PRECAST ( )5 (2)9 292 025 525 271 %1 I2-6 11'-2' PRECAST D)5 WS 211 49B 4W 251 5D I I2'-0' PRECAST (L5 WS 255 ASS 4ES 214 442 .0'PRECAST (2)5 f2)9 139 430 430 190 3% 4' FRE6TRE6BEp (214 (2)ry NR 418 45 230 446 0' FRE6TRE6Bp (DIN (2)n NR 319.0' FREVIRE90ED W2 (2Jry NR 288`-O' E12 PREBTRE69ED (1)522422; 131 254 '-8'6T ESED GUS (119 NR. 201 :TQiI 122 29l '-0' PRE6 D C)9ITT R1 for 2%'-8' FRE9 SSER Ms(t)5 NR 164 66 Imo I%1'.e' PREB1RE88ED (?15 (2)5 NR 132 52 M 163 16BLE_U� , REINFORCING SCHEDULE a LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (0)5L elPSI 0 Val Beet CAPACITY fli (IJSU mot UPLIFT CAPACITY (VSL (I5'J VD009 of UPLIFT CAPACITY (I)SL (gnu 10:ID09 10o BOTTOM BAR - TCP BAR '-b C D 2) 3'-6' 1'-1'PRECAST (2)n _ (2)5 4'-0' -B' CAST e2A (2) *7 4261 el e 813e pope 414' 3'-1' PRECAST (2Jry (2)ry 3211 91bi 6582 10099 4'-e' V-4- LAST e2A (2)ry- 1944 844 6049 100mp 5'-4• 4'-0' PRECAST (D5 48213 6431 4421 VFW 44 CAST ( IS 23 9 505 3600 5430 PRECAST (UN f )ry 3 5 4l /n5 3902 6'-6' S ] CAST 1114 fDry 3934 5934 1810 6'-8 S-4'a2V1-e 6-]' G4BT (2)N (3)ry ]9R 19R 113D T 6.4 FRECASiN (wiry 27M ITT% BI1 e 8'-0' 6'-B' OAST (1)4 (Dry 1 M 1%I ❑54 12M V-4- 11,47 PRECAST (2)4 eO) 23% 2396 1600 9'-4' B'-0' T (2Y4 Q)ry 1969 1%9 12M 10'6' 9'-2' PRECAST (2)N (2)ry 162, 1621 Ni P-4' 10.0' PRECAST I)5 (219 µ59 lib5 1% D'-l' 10'-B' CAST COS 0) 5 1335 1335 bar 11'-6 IT-T PRECAST tO5 1251 D5r 634 13'-4-o' PRECAST (215 f})9 1144 IW 565 1119 l4'-0 D'-B' PRECAST (2)5 (TITS 101 lebb Q6 1012 µ'-B B-d' PRES B6E (2)•4 (2)ry -HITS 145 461 9Di W-4 14.0' PRESTRESSED (R N. (2)ry 1201 Oil 41T IRS 11'-4- Ib -0 FREB SSED (21.4 (2)1 Be EMS 35 641 B'-4' 9rRESSE0 (D5 f1J5 1% 1W 260 513 ]0.0' IB'•B PRESTRESSED (2)5 fZ)5 in 12S 249 415 31'-4 20.0' 0 90E (05 (W5 633 13 420 ITT-0 a0'-B' PREB BB D !1)9 CUB Val 9f 200 24'-0' V-9' PRESTRESSED WS (2)9 Ael 40l 167 no TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8° X 20" COMPOSITE LINTELS LINTEL ENG TH CLEAR SPAN LINTELTYPE LINTEL STEEL E GRAVITY CAPAGTY (0 (InU GRAVITY CAPACITY (1110(I.`5U UPLIFT CAPo ft fIIS.(115U UPPT P LA (m (P5L(1)511 BmrraT TD P BAR (2) 11 3.6' ] 2' PRECAST (2)ry (2)ry 1646 lewd WOW Deep A =04 2 8 PRECAST (2) ry 1 eace 10000 i000o l00os:0 4 6 3 t PRECAST (2Jry (2)ry 4142 10000 saw 1m0pm 4 e 3'4' PRECAST (2)•2 (2 n 319E 10000 7830 1 5 4 4'-0 PRECAST (2)5 (1)t 6235 10000 Dim Impose 5 1m 4 b' FRVAST D)5' Wn We BTo9 d661 9244 b-4 5.V PRECAST (2) 14 / 6152 6152 3%1 1142 6-6 5.2 PRECAST W4 (2)ry step 62W 3645 6595 B-4' PRECAST G)4 TO MIS %I6 5441 6124 1-b' 1 6.2' PRECAST (2)4 63D 4312 2636 ee9 T-B 11 4' PRECAST 1 (2)4 4099 40a9 2508 4281 B•0 6-0' PRECAST I a94 (2)1 3730 3130 Ole Saba S_ 1. 1'-0 PRECAST 1 M N M q 3420 M20 201E 3561 9'•4 S.D.LAST (V-4 27M 2134 610 1 2833 101 9'-1. PRECAST (0`4 (2)t 2211 2111 USE 22M II'•4' 11.0. RECAST (0S 1554 S54 031 2=5 ff-0' '-9' PREOASi WS (219 Ills nr9 lip IRS D'-w I1,2. FRECA61' W 5 (2) 5 66l r 526 not B'-4' 11'-0. PRECAST (1 5 !1)S ISoI Bell TB Rix 14'-0' 1WH` PRECAST (/ (11e3 13% B99 636 B23 M-B' 13-4- PRESTRESSED O4 (Dry 1099 INS 58l 1131 5.4' M-0' STRESSED !1)•4 f2)ry n24 1124 536 1Oes 1 4 6 O' PRE$TRE55ED (2)4 (2)ry 13 1 3V 47 Ia4 19 4 10•0' P1RE5TRE65ED MS ­72711 ole Ve 334 65 W.O. B-B PRESTRESSED 2OS (2)9 a Sea 3D 65 21-4' 20.0' PESTRE66Ep (215 ( W WIT 2l9 540 ]]-0 ]0.8 FRSTRRESED Me (2)P Far 121 251 1 24'-0' 22'-B' PR:9,REx.0 M5 1 5 659 6 215 425 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL UsIO H CLEAR SPAN LINTEL TYPE LINTEL 6TE9L GRAVITY CAPACITY (0I (IYSJ GRAVTYT P ni (InU UPLIFT C AC AP ITY f115L UPLIFT CAPACITY (115L EYJTTOM i! *DP BAR 1 10 .6 PRE T 2 10990 --T 0000 m 000 0pop oz 002m 3 6' E-1 PRECAST (11ry ry Set 10pp0 009E 0=0 41=Oo V41 T (2A - Jry site IOopm IDOD% 4.6 3 2 PRECAST M n ) ry Solo Save 1m000 I0660 4 e 9.4 PRECAST (Dry Jry 4653 Slope W19 10000 5.4 4'TV PRECAST (7)5 ry 1658 Vote 1P51 100Dm 510, 4'-6' PRECAST WS ry 6331 10000 91% 10mDD ) 6-4 5-1. PRECAST (VN4 ry 9101 1000e 4196 9450 ! 6 6 5-0_ PRECAST IV 14 ry past li /4G 5913 6-B 5-4- PRECAST (D•4 lry 6114 SHUT N31 e420 1-b 6'-11 PRECAST MIA (2Jry 623D M6 U42 b411 ' e' 6'4' PRECAST (2)N /2!ry 599E 6024 30% _ 616s 8 0' 6-1. PRECAST (2)N 6361 5361 1603 eb9- B'-4' I PRECAST W14 (Dry Heal Abel 2%1 _' 5-030 9'-4' i -V PRECAST I M •4 ) ry 3126 3126 I%2 385E si V_V PRECAST W-4 (9)ry 3931 1931 1520 3025 4' Im'-0' RECAST !L 5 ) S 2353 1%3 1215 26N 12'-0' 10'-B' PRECAST D)5 rii. Sales Got 1123 2291 I2-6' II'-T PRECAST (2)5 GI 291 2141 Iml2 2099' 13-4' I21-0' PRECAST (2)IS 9 1916 IV& BBI Sill 14'.0' 12'-6' PRECAST !2)5 9 010 ills 181 1635 IwHe 3.4' PRESTREIM (2)N 230 BAD 653 015 =41 14-0' PRESTRESSED (2)4 - )ry 21361 21W See ITS 114 I6-V PRESTRESSED W-4 Jry 650 650 ASA $118 19 4 IB-0' PRESTRESSED !2)5 iB Do to 3TI 135 20 0 le e' F#STREE5ED C)5 d5 1 @9 341 6% 1[-4 20.0 PRESTRESS D (2)S - )9 06 Si 01 22 0' Sit FfE51REB5E0 (3)5 9 994 ]BS 5 5 2T,e 224 PRESTRESSED f]15 9 814 B24 139 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR 6PAN LINTEL T(FE LINTEL STEEL GRAVITY CAPACITY ei(Inil GRI CAPACITY (U5L(I5 UPLIFT CAPACITY (InL fl,'eJ UPLIFT CAPACITY (IP6L(2nu BOTTLM BAR TOP BAR -6PRI 1 (2Jry o 10000 IS000 3 6 1-2- PRECAST W2 100p0 GOOD Ipo90 40 1.8' PRECAST (Dry (2)rz 1516 call 1mit 10m00 46' 31'PREcuor (2)ry 75ry 6001 '0900 10tl00 Ipot 11.1. 9-4' PRECAST (2Jry (2)ry 5509 6000 10000 10o0p 514 4'-0 MIGAST W 13 (2) ry soil 10p:L0 6366 10im0 5 m 4'-6- PRECAST (2)5 (1)ry Tell 10000 6506 1Smi 6.4 5'-0' PRI (2)4 (2)ry 100p0 wow 5641 Seat6 6' 5'-V PRECAST D)4 (2)ry Once Ip800 D50 woo I.e. 1'-4' PRECAST M4 W2 %% 10000 Soil 10000 T 6 b'-2' PRECAST M4 M3 140E 9%1 VINE 1693 1 B 6.4- PRECAST (2)•4 (2)ry 7054 V65 M62 1326 B 0 6-1' PRECAST TV -4 (2)ry 64M ifer 331E 6661 04 1-l' CAST (D•4 (Dry SW4 6933 will 6051 111.Si PRECAST (3)•4 (1)n 4661 5066 2aa 4145 10.6 111. PRECAST W-4 (2)C 35as 3B44 3663 II A 10-0'PRECAST (2)S (7)5 32°0 390 1521 3090 Ii O 0 B CAST G)5 (2)9 2E3B 293E 2133 12 6' A 1 LA9i WS (2)5 211E 211E ni 12n - 2499 13.4 l0 PRECAST (2)5 (2)5 2" 246 1049 268 q V PRI G)5 G)9 1% M6 an Hal 14-8' Iii PRESTRESSED (2)•4 ! 2811 2311 Us 14m 5.4 UHt`1 PRESTRESSED FONT (2)ry 266 2616 663 012 I1-4- 6.0, PfE5151DS6ED W-4 ! 2023 2023 56 1022 E 4- D 0' FREES SSE (t)5 (2)5 601 bell 45 BIB 20 0' 6-V PRE61RE66ED (E2 l219 µ96 M% 3W 163 11'-4' 30'-0' PRE91RES9ED a) 5 (L 9 B05 336 set 11-0' e' PE9RES9ED (D5 (2)5 D21 311 625 PRES1g59ED Min rL9 614 1014 266 BRIT TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR WAN LINTEL TIRE LINTEL 6TEE1. PLAIN GRAVITY CAPACITY GRAVITY CAPACITY px5L (IRu GRAVITY CAPACITY (L5L (I/e}l UPLIP CAPACITY OnL OPAL UPLIP CAPACITY (InL fY9J BOTTOM BAR TOP BAR b ry V-W 2.2 PRECAST (2)ry (2)ry 513 last1965 1410 - 2400 4-0' 2.8- PRECAST (2)ry (2)ry IBI W5 MI5 III US 41 3.2 FRECAST (2)ry () n &IS 151 161 Mile 1989 4 B 3-4' PRECAST (2)ry (2)ry 8¢6 681 Vol B% 3% 6 a d a' PRECAST (2) ( on 9D0 VO HIM 114 SLID, a-6' PRECAST ! )5 (Dry 511 B09 9% %6 6 4 5.0' PRECAST •4 (Cry 494 741 141 111 B52 6 6 5 2 CAST 4 6 ,9 , 130 B20 6 B 5.4 PRECAST ) (2 458 693 693 I% l90 1.6 6 1 PRECAST . ) SIR 5% Si 525 "1 l-1.6 4' PRECAST (D• (2)ry 315 %B %B AN M1 111 6 -B' PRECAST () (2) ry 353 536 9% 452 Spa e 4 l 0' PRECAST 1) 334 501 411 5l6 9.4 1-0' PRECAST (2)n 2% Q5 4V 36 454 10 6 9 V T (2) ry NE 511 312 239 423 11-4 10-0 T ( 5 (2)9 210 30 945 193 9% IDLE' PRECAST () (V5 im 2W 1B2 R3 n5 D'-6' II'-2' CA57 ISO GAS 243 51 230 13'-4' 12'-O• PRECAST WS 151 1% IRE 130 IN 14'-0' I2'-B' PRECAST (2)5 as o 6 � 151 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) E" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL 875L U81LLE0 GRAVITY CAPACITY GRAVITY CAPACITY dwel,tdi GRAVITY CAPACITY (Int. flUBLI UPLIFT CAPACITY (1191.fInu 6T F CAPACTT d"S.(1)511 Saffron BAR TOP BAR 3-8 Tm4l FIREi a ( 60 69 9 1 I'-O' 2-B' CA8'1 (Ury (1)ry 1131 1425 µ75 I%3 Wb3' 42- 210• CASs Wn 12)ry 10I1 1320 Wl 4.4' 3.1. LAST (Cry (try S63 12W DA 5% B% I-B' 3-4' RECAST (21ry !1)ry BD6 1081 IpBI B% B% 5-B' d-' 4 GABT (1)3 593 646 046 S3 1011 1-1. PRECAST W`1 !21ry 693 693 6W 150 11 1 8' 6-4- LAST M-4 315 %B %B 499 941 e-8' 1 4' PRECAST (]ITN 36 4D 4PD 315 546 8-4' PRECAST (1)14 (2)ry 213 45 251 412 2.5. CONCRETING OPERATIONS SHALL COMPLYWITH AGI STANDARDS, 3. MASONRY: 31 DESIGN AND CONSTPoUGTION SHALL CONFOII TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FM 1500 FBI. - 33. MORTAR SHALL BE TYPE 5. 4, STRUCTURAL: 4.1. SAFE LOAD: VALUES ARE BASED ON LINTELS HAVING A BEARING OF W (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING OODE RESIDENTIAL, 6TH EDITION (tall), SECTION R606,14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 I9 (1) #5 CONTINUOUS �8"X16" KNOCKOUT BLOCK -"-' '•-•'r� j000 PSI GROUT (PLACED IN FIELD) TOP BARS: �.:T •; SEE SCHEDULE - 6 (1) 05 CONTINUOUS ' 7 STIRRUPS AT 4'-0" cc Ilq ,32" 1 (RED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) T5, 8S 8/16-S-0) N5/(1) #5 PRECAST Ig (1) #5 CONTINUOUS 313: �8`Xifi` KNOCKOUT BLOCK ' TOP BARS: r 167 SEE SCHEDULE1 ) y5 CONTINUOUS ,„2" STIRRUPS AT 4'-0" cc 'a,m ..yGD OR WELDED) ...., PRESTRESSED 8/16-S-(1) #5A1) #5 PRESTRESSED 3 3 6' 3✓�° 8/16-$-(1) #5/(1) #5$-(1)#5/(1)#55 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS UNTIL LENGTH CLEAR SPAN LNTEL TYFE LINTEL STEEL GRAVITY CAPACITY WAL eMU GRAVITY CAPACITY (U5L (InU UPLFT CAPi n}5L (Inu UPIP CAPACITY N5L (ORU BOTTOM BAR TOP B4R 2.0 I-6' 1 1 ry l50ml. ImOlO 10m00 W_ 3 6' 2.1' CAST (2)? Repoo 10000 102M BOOB 4-0' 1-B' L40t (a)ry WI WI3 Glom 10000 6000 4.6 3.1' PRECAST (L ry. (1)ry 6940 DOW is= coOm 4-B• 3-d' CAST (2)ry (2)ry 6364 N 00 10000 10000 6-A' 4-0' PRECAST (3/9 (2)ry 1090® loo0m %r9 0000 5-10' 4'-6' PRECAST (2) is (yry Si Wow 1816 0000 6.4 5-0' PRECAST e2)•4 (2)n "END S00m 6529 wcoi 6 6' 5,v CAST (2)4 a)ry Silo 10000 6155 100oe 6 -e' 5'-4' PRECAST (1) 4 (2) 2 100@m t®009 Set 1p000 1-6' 6'-2' PRECAST WN tOry WBI am 4455 Rib 141. 6-4' PRECAST l2)4 ev1 BITE ®Olen 440 8491 e-0, 6'-8' CAST (2)4 !1 ry 1436 10000 3B53 1121 B-4' r'-0' FREG491 (114 0)ry 6114 10000 356 T060 9.1. E.G. PRECAST (2) 4 NW beta 2121 5501 0 6' 9'-2' PRECAST (2)4 Ow Acts szQ 2094 424E l0'-0' PRECAST (D 5 (2) 9 4221 4221 free 35W D-0' WHY PRECAST (2)5 !1)9 3119 3119 1549 3110 I'll II 2' PRECAST (2)5 2241, SAD 3412 µAl 20Be B-4' tl m' PRECAST !D5 (2)9 (2)9 29% 193E 2131 DIB a5b 226901 lam D-aP Curt. O. 15 14 B' 13'-4` PRES SSED (2)ry (2) 3231 3}31 3%5 3231 2E45 IRSSIR bW x84 Rate 1355 14'-0' PRESTRESSED Ow IT-4- . 6'-0' PRESTRESSED ai) (2Jry 22W 3280 531 1095 19-d' FESTRESSED WS (1)5 G) DB ISO 426 844 ..ten'-0' PRESTRESSED (VS (2)9 6W bee 39l lW }I'-4' 20'-0' REBlTE66ED (D5 (})5 µre 14T3 34 691 PES m5 (1)9 13 1360 21 649 • 24'-0' 22'-B' PRE6tfE0fED (L5 (D 9 1141 1141 214 644 TABLE No. 8 REINFORCING. SCHEDULE & LOAD CAPACITIES SAIr, WORKING LOADS (PLF) 8" 1 14' COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR 2) - (2) (2Jry e2)ry (2)ry (Dry Wry (2)ry (1)R GRAVITY CAPACITY (i (1n0 Y ITY u UPLIFT CAPACITY ei5_Neu UPLIFT CAPACITY (USL(NEU t'-le'-b' PRECAST 815 0 106u^0 1002-1.PRECAST W14Imposo4m' ]-8' PRECAST at 0 r440 tlOm9.4-1. 3-T MC48T 2141 G W284-B' 3-4' PRECAST 2519 DEC 1116A-l' PRECAST (2)5 (VI wit 3169 ffilb4a 40305 10• 4-6' PRECAST (2)9 (2)n 3344 4 306E GasPRECAST W-4 (y •t 3035 239 321eLAST (2)'4 awl 1393 304EL FTE AST 1l% 1199 2B%T b' 6-t' PRECAST 22)4f11R (2Y4 (2)n 2D3 R29 2309b.0 PRECAST (2)"4 295 1645 22196-B'PRECAST W-4 H51 1494 a0%Plit 5T l2)•4 1025 563 5B 9.4' SHIP LAST fD (2) 1 Sir SIT -4 all Ill 9.1' PRECAST M-4 ()ry D65 1265 80, 1324. II-4' m-0 CAB, (1J5 IBB 113E SITE IIBI 12'-0' b'-9' PRECAST (]15 (2)9 641 104t 94 1081 p'-6' S'-1` FRECASi f2)5 () em 9% 541 111 B'-4' wv, PfEGA6T !2)5 f1>5 am San 465 935 4'-0' D'-e' PRECA5T fD5 (D5 SG 842 414 eb TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL ENGiH CLEAR SPAN LINTEL TYPE LINTEL 11SEL BOTTQi BAR TOP BAR 2 (2)n _ (2)•] (2)ry (Cry (2)ry (2)ry GR4NTY CAPACITY lonL(Inu GRAVITY CAPACITY (InL(InU UPLIFT CAPACITY (InL(N5l IMF CAPACITY (IAL Gnil 3'-e -4' i 4 20 166 99B One 1'1' FRDI 3651 10" 1440 bell 4-1 -T 3-10' FRG46T 3306 W56 6143 10000 -7- 3.0' CAST 300E al 6B9 5566 44 3.4' PR:CAi (2)V (2)n 251E 6231 Step 12VI 5-11 4-1' RECAST (2i9 ] 3514 36110 31tT b4Z 101, -B' 5-4' OAST RUF 213E 2738 2... T41 6.4' CAST W-4 .210E 2105 1645 1219 SHIP T-4' CAST f3Y4 Sea 110 D4l 1195 PRECAST fV NT 2 •2 1516 Nab 914 E09 316 -ITN •• � All r t •. diKD . ,!I �.A r m N :Ism :a;• 31346. REVIEWED FOR A R C H I T E C T S /Design Gr ro u LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 �I'llll"II Lomoo�omomJ E r/ N E i C sXTBDIV. 8e LOT: OAKLAND LAKE LOT 36 MODEL: 1452 MOO-01 PROJECT#: R5025.036 000 O1 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C IrARCHITECT STATE OF FLORIDA E' TE: 6/18/19 GALE: 1/4"FF1'-O" SHEET 3. 1 OF U ST. LUCIE COUNTY BOCC 6u1111w�a�1 'A►unoJ aMn-i 'i5 a3�I3032 — — — — '►1Ziry --i7nMcrir Ti1Z1 rl:jn m" A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BAAED ON THE Vult DESIGN WIND SPEED. FBCR, &TH ED, (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Oro TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 11 m 2x6 WOOD FRAMED e 16' oL. CABINET SECTION ii o 0 a SCALE: 1/4 = 1'-O' ELEVATION 'A' 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 F N � U F E, U h r7 a A W Q q ti A ti A m Iq co tr w co IN ro a E 8 C6 CC� G 00 C Ica L sUBDIV. 8e LOT: OAKLAND LAKE (LOT 316) MODEL: 1452 moo—o1 PROJECT#: R5025.036/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ATE: 9 /6 /19 SCALE: 1/4"=1' - 0" SHEET 4 OF 0 12 SHINGLES (TrP) - - : ■ ■ I�II�II�II�I 1 1' I�II�II�II�I COATING PER (A5Trl � � � ICI ICI ICI ICI FRONT ELE TI N SCALP: 1/4 = 1'-0' ELEVATION "A' ATTIC VENT CALLS AREA OF ATTIC 1864SQ.F7. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FP. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 116 SQ.IN./VENT SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 KIN. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF SCORED LINE (TTP) TEXTURED CEMENTIOUS COATING: PER (ASTM C92(o) (TTP) o0'-0" FIN. FLR. 0'-0" FIN. FLR. OFF -RIDGE VENT TEXTURED CEMENTIOW COATING: PER (ASTI` C926) (TTP REAR 1E ILE T I N SCALE: 1/4 = 1'-0' ELEVATION 'A" 12 1 :1 12 5� OFF -RIDGE VENT 8'-8" BftG. HGT. 1'-01177 1'-0" &'-S" HDR. HGaT.------------ - - -- ---/ 14 h6'-S" NDR. HC�T. 0 \_TEXTUREp CEMENTIOUS ■ COATING: PER (ASTM C92(o)ITTP)� - 0'-0" FIN. FLR. ---—---—-—------—-—--—- — - — - —- - l0' 0" FIN. FLR, a' -a" 5RG H4GT. '_0 11 ro'-all HDR. HCsT.h a 0'-0" FIN. FLR.}, 111) - — - — - OFF -RIDGE VENT LEFT 1ELIE T ®N 5CALE: 1/4 = I'-0' ELEVATION "A' OFF -RIDGE VENT TEXTURED CEMENTIOUS ■ COATING PER (ASTM C926) (TTP)---- El RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION -0" FIN. FLR. oal-8" 5RCx. HGT, 06'-a" HDR. HGT. -_-4-_ o0'-0" FIN. FLR. ' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BC A R C H I T E C T S 4DesPn G ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro u p.com ` AA #: 0003325 o �"III"'II SUBDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 moo—o1 PROJECT#: R5025.036/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D' TE: 6/18/19 c ALE: 1 /4"=1' - O" SHEET 5 or LDY E CONTROL DATE: 01-01-IB ONiCTR SCHEDULE CONNECTOR SIMPSON USP DES. UPLIFT GRAVITYFDES.UPLIFTLIFT GRAVITY FASTENER META-16 1450 400 (1) 106x 1 IR' I -PLY, (6) I6d 2-PLY, (USP. 00) 10d X I IR' - NO Ibd OPTION) (1J META-Ib 585 28001900 (10) 1" x 1 IR' I -PLY, NSF: (10) 10d x I IA') !14) Ibd 2-PLY (U5P: NO Ibd OPTION) HETA-16 1810 1615 (9) 10d x 1 In' I -PLY, (5) I66 2-PLY USP: (10) 10d x I I6', NO 16d OPTION HETA-20 IBIO 1615 (9) 1I x I IR' -PLY, (B) Ibd 2-PLY USP: (10) 10d x I Ia', NO I6d OPTION 0LGT-2 u) (2) HETA-20 2035 31T02500 (10) I0d x 1 1/2" I -PLY U5P: 00) 10d x I a. ll2) I6d 2-PLY NSP: NO I6d OPTION) Zt50 1915 (V - I/4' x ] I/4' TITEN, 1 PLY (U5P: BLK (5) I/4' WE, WOOD (16) led DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - IOd x I IR, I PLY MGT 39b5 MWT 4000 (V 515' ATR, IN HIGH STRENGTH EPDXY (MM. 12' EMBED). (22) 10d To WOOD (U5P: (28) 1Od TO WOOD) HGT-2 + 10980 H.l 9365 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12" EMBED); (16) 1Od TO WOOD NBP; WOOD (8J 10d) HGT-3 10530 HWT-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN.,l2' EMBED), (I6) 10d TO WOOD (USP: UXJOD (B) 10d) LGT3-6DS2.5 3285 LUSI 5330 (12) 606 1/4'x2 Ill' TO GIRDER, (4) 3/6' x 5' TITEN HD TO WALL (U5P: CONC. (4) 3/5' X 5' WEDGE BOLT, We:> 02) W625) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (IO) I0d x 1-1/2' (USP: (10) I0d x I IR' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), /lb)-6D6 1/4"X3' TO WOOD (2) VGT 118E NO USP CONVERSION FOR SIMPSON (2) VGT) 1 (2) 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5DS 1/4'X3' / 2 PLY MTS-12 1000 W 12 I595 (14) I0d x I IR' (USP: (14) 10d x 1 I/2%(14) 106) HT6-16 1ISO W 16 1660 (16) 10d .1 IR" (USP: 06) 10d x 1 In" (16) 10d) HTS-20 1450 W 20 2045 (24) IOd x I Ia' (U5P: (24) led x I Ia', (20) led) HTS-24 1450 24 2045 (24)I0d x I In' (USP: (24) 106 x I a', (20> 10d) LSTA-12 + 925 [HTW TA 12 910 (10J IOd USP: (10) 10d L$TA-IB ++ 1235 TA I5 1300 (14)10d U6P: (14)10d META-15 ++ 1315 ETA -IS 1315 04) led USP: (14) 10d (n d MSTA-24 + 1640 5TA-24 1750 08) led U5P: (I5) led M5TA-30 rr 20SO MSTA-30 2140 (22) 10d USP: (22) 10d Q � MSTA-36 + 2050 MSTA-36 2525 l26)Imd U5P: (26)106 M5TI-36 3000 KSTI 236 3090 (36) 10d x I Irz' USP: (36) 10d x I ITi' N MS7I-48 5065 K751 245 4250 (48) 10d x I IA' USE: (48) 10d x 1 I/2' H6 950 LFTA 6 595 l ) ed TO PLATES, (a) ad TO STUDS (USP: (16) Ed x I Ia" (16) ad) SPA SB5 SET 4 %AS (6) Imd x I IR' TO STUDS USP: (6) 10d x I I2' TO STUDS 434 395 MP 34 410 (4) Bd .1 In' TO BEAM, (4) ad x 1 0' TO POST. USP: (4) 8d x I V2" TO BEAM, (4) ad x I IR' TO POST, HCP2 645 HHOP 2 I010 02) Imd x I In. U5P: (10) 100 x 1 1/2' TO TRUSS, (I0) Imd X I VP TO PLATE PICA 1340 RT IBA 2180 05) 106 x I In, USP: (9) 10d x I a- TO TRUSS, (B) 1Od X 1 In' TO PLATE vGF " HDU4 4565 PHD 4A 4535 06)-SOS I/4'x3' TO WOOD, /10J-6D6 I/4'x2 In' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY U51=: 5/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT . PETS 4940 TDX 10 5110 (16)-5DS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER/2PLY U5P: 1/8' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 6) 5/5' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN OOND, 112) I6d TO WOOD U5P: SAME. AS SIMPSON 0 O ABU 66 23W 12WO PAU 66 2535 8815 /1J 5/e' A.T.R IN. HIGH STRENGTH EPDXY, MIN. 1' EMBED.) IN DENO., (12)Ibd TO WOOD USP: SAME AS SIMPSON L77I9 H. 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (6)IOd TO WOOD USP: SAME A6 SIMPSON LTT20S ... 1500 LTS 20B III (U In' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. "I' EMBED.) IN CONS, (10)10d TO WOOD USP: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1Od, (10) 1Od x I Ia', 2-IR' U HTT4 4455 HTT45 4465 (I) 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN, 1' Ef1l IN CONC, (15) SD:'Im X I IR' (LISP: (20) 16d X 2-IR') USP HAS MORE NAIL OPTIONS: (20) led, (20) Imd x -IQ', (2011bd x 2 i/2' z Q HTF5 5090 HT145 5430 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONS, (26) 166 X 2 In' (U5P: (20) I6d X 2-I/2') U6P HAS MORE NAIL OPTIONS: (25) Imd, (26) IOd x 1-10', (70) 166 x 2 In' HHDQII-6D6 2S+ IISIC UPHD II 120SO (1)1- AT.R. IN HIGH STRENGTH EPDXY, (MIN, 10- EMBED.) IN CON (24) SDS Y' x AK' WOOD SCREWS IUSP: (24J W63 WOOD SCREWS) HD1B 6645 TDX 10 1 5110 (1)116' AM. IN HIGH. STRENGTH EPDXY, (MIN. T' EMBED.J IN OONO., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/S' BOLTS) (n LJ W 0 Z MBHA 3S6/11,25 3475 5330 NFM35X12U 3165 T30 SIMPSON; (V 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6l5' EMBEDMENT) IN CMU. TOP, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. b.15' EMBEDMENT) IN CM.U. FACE, (180I0d TO BEAM USE: (U IA' U-BOLT W/ MINIMUM 6: EMBED. " NOT LESS THAN W FROM EDGE OF CONC W/ 3/4' CIA ITW RAM"DHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE, 41 HUSC412 (WOOD) ---- 2660 (FAR) HU54121F 3060 2530 (FLR (10) I6d TO HEADER (IW Ibd TO WOOD USE, SAME AS SIMPSON 3265 (ROOF) 322S (R06F➢ NW410 (CMU) IBIO 5095 HP410 IF 1905 3175 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WI SCREWS, 00) 10d TO WOOD. = HUC210-2 /CMU) 1510 5085 HD210-21F 19m5 3175 (18) I/4' x 2-3/4" TITEN (5 PER FLANGE) TO CM, 00) 10d TO WOOD: (U5P: (I6) I/4' x 3' W53 SCREWS, (10)led TO WOOD HUC210-3 (CMU) 1510 4000 HD210-3iF 1605 3175 (16) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lad TO WOOD: (U5P: (6) /4' x 3' W53 SCREW , (10) 10d TO WOOD LGUM26-A6DS 1430 6595 NO USP CONVERSION FOR SIMPSON LGUM26-2-55J5 (4l 3/8' x 4' TITEN HE, ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 In' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY : SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECdop FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PROCWTS OR U5P - CIA ADHEVvE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CEL- IN CMU, WALL MJSi BE PILLED SOLID w/ GROUT. - 10d COMMON NAILS CAN BE SU55T17U-EC Wv'H 10d x 1 I/2' NAIL5 IN WCNH,NOTION WITH A 23% REDIOTIOI IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED, FOR THIS AFFL CATICN PRIOR TO IN51ALLATION. In .: MINIMUM EMBEDMENT INTO THE TOP OF A SONCBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE ._ U DATION WILL BE 1' W H O A.T.R. = 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS. THE CONTRAC-OR MUST BE RESPONSIBLE FOR MAKING- SURE THAT THE PROPER CORR05ION PROTECTION IS USED. WHEN USING 57AiNLE55 STEEL CONNECTORS, USE 8TAINLE55 5TEEL FA57ENER5. WHEN USING ZMAX / HDG G-_ /_1 ZED COIWECOR6 USE=ASTFNERS GALVANIZED PER ASTM-A'S3 USE OF EXPANSION ANCHOR5 DILL BE EVALUATED ON AN IkDiVID'JAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ESGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013" , 'HIGH EjND-RE515T4NT CONSTRUCTION C-HWO9. AND ANCHORING l FA51TNI J 5Y-_TEM5 FOR CONCRETE e MASONRY CATALOG C-SA5-2012- 2x12 (•2 SYP) 7/Ab' 065 (TYPJ NAIL (3) 12d ® 6'-8' O.G. TYP. 2x12 BM.ZHDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' UxO. 4'-II 1/2' 1'-n In' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N,O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FUR. LINE EXTERIOR MASONRY WALL 5R3. HEIGHTS V-8' IBRG. LOAD BRG.WALL NUJ-60 dl dl r r r r r r r r r r r r r r r an rn R _`F FRAMING PLAN SCALE: 1/4 = I'-O' ELEVATION "A' (2) META-16 3. . A R C H I T E C T S 4Design Gro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IIINIIIIII `maoemom� svBDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00-01 PROJECT#: R5025.036/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D E: 6/18/19 AT: 1/1411=1'-0" SHEET 6 OF A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IJ IIDY DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W1 GROLMD FAULT (TAMPER RESISTANT CxF1 RECEPTACLE TYPE) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EaJIPPED W1 GROUND FAULT �CeFI RECEPTACLE NTERUFTERlWEATHERFROOF) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y LIGHT FIXTURE -RECESSED LIGHT FIXTURE- HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE- /`-`P.C. PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - A PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL man METER rJD SMOKE BATT. BACK-UP W/ HA CUS E DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W HARDWIRE DETECTOR NTERCON4NECTED CEILING BOX REQUIF ED TO BE O J-BOX SUF FORTED IN ACCORDANCE V BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45.602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRANSFOR-ER BANK GOkVA VOLTAGE, 1620/13200-240/480V SERVICE, SINGLE PHASE TYPE, UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEz (120/240 VOLTS) MAXIMUM FAULT CURRENT: 18380 amps POWER COMPANY TRANSFORMER (3) 2/0 THFW/TWIN COPPER CONDUCTORS, !0 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP COMBO 120/240 DISCONNECT VOLT 42 M AND METER CIRCUITS CAN M-O 200 AMP. PHONE / DATA r WEATHER L PROOF 9GX a SERVICE BY OTHERS INTERSYSTEM BONDING CONNECTIONS CO AT LOW VOLTAGE NNECTIONS 200 AMP E:LE:CTRICAL R15E IR ` PROVIDE E e ENCASE/rHM COPPER CONNECTED AND TO CONCRETE ENCASED HOOTER STEEL MID NOTE, COLD WATER PIPE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ p�p7E: IF PVC IS USED THERE IB NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL NOTE' IF PVC 1OUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. PATIO UP M IN I� DINING GREAT ROOM OWNER'S SUITE 1 � � TV. � JACK "mil I 01Lu -I 0DEC). 20 AMP 04TLET FOR V• I`� I I �. M. WAVE _ GPI ' CMD ' KITCHEN 0. BATH OPT. �\ ■ -- -- REF. r----r A/C V �� I I W.LC. BEDROOM 3 0 �, - BATH 1 wN GFI ® ` LIGHT 4 SWITCH WP GFI IN ATTIC p R/A FOYER SPRINKLER 2—CAR GARAGE CONTROL --- --- S.D. I \ ` ■ CMD e 1 iz I iz BEDROOM 2 GFI CLG. OUTLET i / — ENTRY i COACH ELECTRICAL PLAN LIGHT SCALE: 1/4 = 1'-0' ELEVATION 'A' CABLE / TV WEATHER PROOF BOX Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I'IIIII"I Lomoamvvoo� E 8 Is M svHDIV. 7LOT OAKLAND(LOT MODEL: 1452 XKX00-01 PROJECT#: R5025.036/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA D E: 6/18/19 s ALE:1/4"=1'—O" SHEET 7 0r NVR - Business Use Only Planning & Development Services Department %; ! ,i u '.: �ii's , Building & Regulations Division Product Review Affidavit Building Permit N Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model It Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3). Jamb (3) Mullions N/A +/-75 DP Ply Gem ISeries 4700 Flange FL 15264.2 N/A I use J:" 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 # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-SO DP Ply Gem Series 4780 FL 14634.2 non -impact 311V Tapcon with sufficient length to achieve 1.1/4' embedment. Required anchors: Head/$III (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'O" FL 5891.5 N/A ITW Tapcon %0, Min Embedment 1-1/40, Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/40, 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 Jamb to block on vertical jamb 4" X 1 1 4" min embedded Tapcon. Max spacing of 7 2" and " OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 124ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". All points Solid -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 IMastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. Izip 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: lames Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: A R C H I T E C T S 4Design Groupp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'1'IIII SVHDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00-01 PROJECT#: R5025.036/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA JA S CANTWELL AR NO 12079 fTE: 6 /18 /19 REVIEWED Folpt ALM: 1/4"=1'-O" CODE COMPLIANCE AEET ST. LUCIE COUNTY � OF BOCC CO 5 REBAR VERTICALLY (0 5 MBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL (28' MIN LAP) POURED CELL (25' MIN LAP) R-4.1 INSUL. MR TEXTURED CEMENTIOUS COATING Z 8' CMU PER (ASTM C826) (TYP.)ki - ,., 1/2' GYP. WL BD. _ CURB HEIGHT VARIES 0 WOOD BASE w 312, CONC, REINR. W/ 6'xb' WIAxWIA WILF OR FIBERMESH ON m ° 31/2'CONC, REINR. W/ 6'x6' 6-MIL POLY ETHYLENE VAPOR —WI.4xWIA UALF OR FIBERMESH BARRIER ON DELL-COMPACTEDON F4'I b-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILLVAPOR BARRIER ON D EGESS T 4' 4' 4' TERMITE TREATED FILL O (2) 5 REBAR ON CHAIRS REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL 4 AT GARAGE SCALE= 1 2' -m WALL BEYOND — `WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 I4' CCW, ISEW. UV 656' Z U 4MA OF OR FIBER'EW ON i "L POLY ETWTLBE VAPOR W 'Lv SARMN O HELL-COI'IPACTED Q r CLEAN TER 1TE TREATED FILL . - =1 3 V2' GONG, RERF, W/ 6'x6' ° a - _ _ _ WIAXUA LLUF OR FIBERMESH ON — 6-MIL POLY ETHYLENE VAPOR ° a 3 12' CONC. MIFF. W/ 6'xb' 3 1/2' IA LLUF OR FI, LLV rp ESH ON a " ° PAVER BASE BARRIER ON UE .-s 6-MIL POLY ETHYLENE VAPOR 5 MBAR ON TREATED FILL g• I.-0• CLEAN TERMITE TREATED FILL FOOTING BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 4' CHAIRS BEYOND z W L lU 5 REBAR ON CHAIRS 4' 4' 4' 6' RECESS FOR PAYERS EUN�Pr AVVERS "0 0 GARAGE STEP-UP (2) 5 REBAR qN CHAIRS ry NON -BEARING l �� GARAGE DOOR FOOTING SCALE, R'.P.O' PAVER RECESS 9A @ ENTRY DOOR CALE, 1/2'•1'-0 SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR SGD. TRACK L w VARIES at FINISH FLOOR l0 5 REBAR BET INSIMPSON HIGH `" - s- Q w Z STRENGTH EPDXY 6' EMBED. MM. (2) 5 REBAR • I -STORY i (3) IS REBAR • 2-STORY d. > .q L a � n OUTSIDE REBAR TO BE °° n a - CONTINUOUS 8 ° 3 12' CCNC, REINF. W/ 6'x6' ° r WIAxWL4 UP OR FIBERMESH ON ° 6-MIL POLY ETHYLENE VAPOR BARRIER ON LLELL-COMPACTED ' CLEAN TERMITE TREATED FILL 1'-I' MIN. LAP SLAB AT S.G.D. TYP. RETROFIT FOR 11 SCALE:1'.I'�' OMITTED DOWELS �1� RJR LAP AT FOOTING A AL 2 .'-0' JJ SCALE, 1/2'.17®' TIE VERTICAL REBAR i0 HORZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. a a U, q. CLEANOUT REQUIRED FOR INSPECTION z 11, 0'-0' FM. FILM (1) 5 VERT. DOWEL - LAPPED W/ BOND BEAM —TIE VERTICAL REBAR !U 5 REBAR AT GORJERIi ° TO HORIZATIONAL REBAR W/ 10' HOOK W 2B' LAP MIN. TYP. REBAR LAP HORIZONTAL/ VERTICAL �r1AT LINTEL CORNERS REINFORCING � :. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00-01 PROJECT#: R5025.036/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA TE: 6 /18 /19 ''SCALE: 1 /4" =1' — 0"' SHEET D1 NOTE: K NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED it 8' CMU BLOCK ❑ DO NOT EXCEED' 8' CMU BLOCK ' DRYWALL Is DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 PLOCKINa.T. NAILER P.T. Ix4 or i°x4' MIN. FASTENERNSGaEDULEFORABITBACNMEN7 POOR CASING FASTENERSCNEpULEFORATACNMENT lx4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING cso PER MFR'SSE SPECIFICATIONS EACH ENE) and e 18' O.C. MAX PER MFR'S SPECIFICATIONS) 1x4 or R'x4' MIN: SECURE THRU FRAME INTO BLOCK w/ (U �(,' TAPCON (MIN. EMBEDMENT 1 4') WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and m IS' O.C. MAX or DOOR JAMB TO BLOCK (+ 4" or +%") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and IS' O.C. MAX SALE: r=r-m' 4E SCALE: r=r-m' MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I it NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) a' TAPCON DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 149 6' FROM EACH 8' CMU BLOCK END and a+ 18' O.C. MAX DRYWALL S' CMU BLOCKDRYWALL " or (1) DRIVE PIN, 8' FROM EACH END and P.T. 2x r r 18' O.C. MAX (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or x4 MIN, lx4 or Ix2 P.T. NAILER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING g' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT 00 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAP SIZE I MIN. EMBEDMENT ' it (ATTACHED TO BLOCKING MEMBER w/ (2) I2d NAILS 8' FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END And 9 16' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBGR, WINDOW TO BLOCK (+1 4") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDMENTTO 11 4') 8')'FROM EACH S 6TH EDITION 12017) � DOOR IAMI TO BLOCK (+1 Y/ THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) END and 0 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 48 w/' TAPGON MIN. I' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE') SCALE: r=r-o' l2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 9 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16") MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 (PER PLAN R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 16') MIN. EMBEDMENT ' LT SHIM AS NEEDED 4F ,- , - r SCALE: 0 1 -I TO PLUMB JAMB. METAL DRIP EDG — ' GYPSUM BOARD OR �, HIGH ❑ DO NOT EXCEED ' P.T. 2x8: L.2!Sj 2x6 SUB BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) a' TAPCONS VENTED ONC. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT ` li) "5 CONTINUOUS REBAR P.T. 2x ER PLAN - (SEE wlr� JAMB BLOCKINCs Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and m 18' O.C. MAX RECAST LINTEL FASTENER SG PULE FOR ATTACHMENT ' OSB (4' WIDE MIN.) Pi TO PLUMB JAMB. or WINDOW (PER PLAN), 1� (2) DRIVE BINS, 8' FROM EACH END and (SIZE AND REINFORCEMENT DOOR JAMB / WINDOW DOOR CASING ❑ PO NOT EXCEED 4 9 18' O.C. MAX ATTACHMENT PER ION PER PLAN) (ATTACHED TO BLOCKING MIN. $HANK SIZE .145 SPECIFICATION 8' CMU BLOCK PER MF(R,S SPECIFICATIONS ' DRYWALL MIN, HEAD SIZE 300 � ' NOTE: P.T. lx4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (1x or IZ 065) DOOR CASING BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) b SECURE 2nd Zx TO STRUCTURAL P.T. (2) 2x4: w/ ly' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ (2) 1Zd NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR . 'GYPSUM WALL BOARD EACH END Bind 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 6' FROM EACH TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM _ CONC. POURED CELL WINDOW TO BLOCK (+1 /6) or NTE CcJ26) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 146") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, S' FROM EACH END and 8' CM9 18, O.C. MAX ' P.T. FURRING STRIPS 9 16' O.C. C4C SCALE: I'=I'-O' THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 w/ i' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT 14' NOTE: WINDOW TO BLOCK (+3 %6") a SHIM AS NEEDED 7 P.T. (2) 2x6: TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) ' ONCRETE SLAB DO NOT EXCEED �' 4G scaLE: r=r-®' SECURE To BLOCK w/ (2)tAPCONS(MIN. EMBEDMENT I ") 8' FROM EACH (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 8' CMU BLOCK END and m 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1,115 lb (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOWiDOOR JAMB BLOCKING SIMPSON WT620 w/ (10) I0d NAILS TO TRUSS 4 Q 18' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 SMGLE STORY SCALE: 3/4'=1'-(D" DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I is BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS:7 UPLIFT UP TO 2,350 lb BEAM BOARD lR VALUE PER ENERGY CALCS (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS ----- P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE t0 BLOCK w/ (2)' 7APCON5 THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I ') 8' FROM EACH /�'TA IJ'w 6 TAPCON MIN. EMBEDMENT INTO BLOCK and m 18' OG - E) ..MAX TAPCONS MIN. or OPENING 22' x 30' MIN.00p CASING AT SIDE WINDOW TO BLOCK (+2 4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and 2' APART a+ IS' O.C. MAX ATTIC ACCESS 1 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 / MIN. SHANK SIZE .145 ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 SCALE: NTs. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. PER R807.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE: I'=I' °' S SCALE MIN. EMBEDMENT 1 j' REVIEWED COMPLIANCE ST. LUCIE COUNTY BOCC A R C H I T E C T S Design p IOU LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngrou p.co m AA #: 0003325 �"IIII"'I Lomoo�omo0� E t8 N W O C SUBDIV. ae LOT: OAKLAND LAKE (LOT 36) MODEL: 145E XXX00— 01 PROJECT#: R5025.036/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 6/18/19 ALE: 1/4"=1'—O" 1 SHEET D 2 E, NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE �6 0.5.5. or �' CDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS a 6' O.C. m INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %' CDX EXTERIOR PLYWOOD or 1532' APA-RATED 0.55. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL EDGES AND Sd RING 5HANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4' O.C. EDGEWISE, 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING %' 0.55. orY2' PLYWOOD or % ZIP BOARD SYSTEM - Sd RING 5HANK GUN NAILS .9 4' O.C. PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %8 .131 110000 RING (16-20 RINGS PER INCH) Sd RING 5HANK GUN NAILS 9 4' O.G. TOP 8 BOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.55. TO BE STRUCTURAL GRADE) z TOP CHORD BLOCKING g 4' O.C. MAX IN FIRST (2) FRAMING SPACES 9 EACH END — PRE -ENGINEERED TRU55 or RAFTER ROOF SHEA' BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS a 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SS. TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS Q 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS 9 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G 5U5-FLOOR DECKING GLUED TO ALL EXP05ED MEM5ER5 5ECURE TOP PLATES w/ I6d COMMON NAILS ® 4' D.G. 2-ROW5, STAGGERED NOT;:: DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALL5. TOP PLATE SPLICE DETAIL 3 SCALE: 3/4':I'-0' REVIEWED F Ewr, CODE COMPLEANCE ST. LUCIE COUNITY sock' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll �o000omJ SuBmv. & LOT: OAKLAND LAKE (LOT 36) MO DEL: 1452 Xh'X00— 01 PROJECT#: R5025.036/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 6 /18 /19 SCALE: 1/4"=1'-O" 1 SHEET D3 VTCR of :(1)aEA V O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-O' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 ECURE 2x(o MIN. TO BLOCK w/ (2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY - --- IMIN, VEMBEDMENT) -- li ro i ECURE 2x6 MIN, TO BLOCK w/ (3)y' x 9' ANCHOR BOLTS w/ 2' - - WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT ---:E GARAGE; DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU- ALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) G B SECTION SCALE: N.T.S. V MIN. SLIDE /—PRE-ENGINEERED TRUSS I' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 6 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 106 MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' PRE-ENGINEERED TRUSS GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD %s TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD %s' METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. %s' BOTTOM CHANNEL (25 F AUGE) BOTTOM CHANNEL TO LAB w/ ICd x I' MIN. MASONRY AIL w/ WASHER 0 32' O.C. MAX. ONCRETE SLAB I(BEE 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'=I'-0' (U REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOC m Fr t , ,- WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2" WASHER SET IN 5IMP60N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S DdsP111n rOl LC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�"IIIII'II LvOoo���ov� SVHDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00-01 PROJECT#: R5025.036/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA r .TE: 6 /18 /19 I 6CALE: 1/4"=1'-0"' SHEET D 4 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/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 7" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER A5TM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 18) 0,041511 WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX, 611 LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055AROUND 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 I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103,11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 9CAI E: KTS, TO TO e' TO 8' $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 67" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 811 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE " M" CONTROL JOINT 1 , N.rs. NOTE: APPLY SEALANT AT 11M' CONTROL JOINT END TO END CONDITIONS //7USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. SECTION TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING 1TE SPRAY ADHESIVE '�7LY TO 055 AROUND TRAT ION TOMERIC COATING 4PPROVED EQUAL) STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB *1 TAPED T SHEATHING w/ WI *2 OVER TOP. Wf 112 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN, wiw Sri i �n , FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) HORIZONTAL LATH PAPER LAP & PAPER DETAIL 2 SCALE: V.S. WOOD SHEATHING WATER RESISTIVE BARRIER LAP 51DING (PE5 BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. 5PEG5) 511XI" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 sca-E: Nrs. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 8 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 111, 5TUCCOWRAP (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 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING -LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) ':. WRB LAYER #2 z (FORTIF15ER Z BUILDING PAPER OR 76 APPROVED EQUAL) STUCCO METAL LATH X X X X STUCCO 4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S 4Design GR U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIII'll L omoom0aam& SVBDIV. & LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 xxxoo-o1 PROJECT#: R5025.036/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA ATEN 6/18/19 SCALE: 1/4"=1'-O" SHE�E��T� VV AI CODE =VIPUANC�� cc $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 8 WALL INTERSECTIONS WR5 LAYER 12, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF 5UILDING WRAPOVER NAILING FLANGE, STOP WR5 APPROX. 1 %" 45OVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO 5E SET IN CONTINUOUS BED OF SEALANT, ONE -PEKE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL 51DE5, Y" SEALANT a JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIFI5ER 5UILDING r3 PAPER (OR APPROVED EQUAL) BUILDING PAPER Quo VENT FRAME) OVER "QUICK FLASH' S)RD.R��Y%R PIPE THROUGH WALL IA WRAP 5 KIKOUT DETAIL )SCALE N.TN.Ta "^~ " *^ ,EGEIVE 1 COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER 5OX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: N.T.B. (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO 5E FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DE5CRI5ED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY 1 COAT OF SHER-CRETE FLEX15LE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC, METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT TRUCTION SHEATHING WOOD FRAMED WALL 5UILDING PAPER UNDER "QUICK FLASH" 'DENT PENETRATION )SCALE: RT.S. WOOD 5HEATHI WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, WOOD- FORTIFI5EIR CONSTRUCTION 5UILDING PAPER (OR 8" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT 71 PLASTER %$" TO 1/5" MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME C/AI G' •ITC —WR5 LAYER #2, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH V5" TEXTURED FIN15H 6 WOOD —FASTEN TO WOOD STRUCTURAL MEMBER e -I" O.C. MAX 0$ %$" TO %' MID -WALL WEEP 5CREED `6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY 5EFORE APPLYING TEXTURED FINISH -s MASONRY HORIZONTAL WEEP SCREE] 7B SCALE: N.TB. (FRAME TO BLOCK 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 50TTOM OF THE 5OX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE 5OX. WOOD SHEATHING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOU5EWRAP WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 6111N ml TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT, SEALANT) SEALANT e ALL SIDES DRYER VENT BLOCK 6 B SCALE: N.T.S. PER F5C R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO - WOOD SHEATHING F7�?� l / 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE 5OX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: KT.S. Aa 4—m Cmv STEP 3 STEP 6 A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II �oovv■�voo� E 118 v6 O E O r SVBDIV. 8e LOT: OAKLAND LAKE (LOT 36) MO DEL: 1452 xxx00-01 PROJECT: R5025.036/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT' STATE OF FLORIDA ATE:' 6/18/19 CAT .tr: 1 /4"=1' — 0" SHE�E��T� VU A2 REVIEWED FO CODE COMPLIANe" ST. LUCIE COUNI,, Y BOCC WOOD SHEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ Nall WRB LAYER 01, 5TUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #11 ::. PLA5TER 5TUCCOWRAP (OR AM6(o-WFWC-150 CUSTOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER X WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, II 6" SELF-ADHEREING FLASHING 5TUCCOWRAP WRAPPED 'a CORNER OF CANTILEVER (OR APPROVED EQUAL) w AMICO AM66-WFWC-750 x AMIGO AM66-WFWC-150 CU5TOM CU5TOM CA51NG BEAD C,451NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR 5EAL GAP CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCCO WOOD SHEATHING 5ELF-ADHE51VE FLA5HING X X X X a VINYL (OR APPROVED EQUAL) CASING BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H $" THICK, 3 COAT CEMENT PL45TER VINYL APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION6) WOOD CON5TRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER *2 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAI J 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A acaLE: -- 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FA5TENED TO 5HEATHING o I" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH -WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) NER BEAD ® FRAME *�zlEs. CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) WWI V THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT SCORNER BEAD C BLOCK 1 �,D SCALE: US. REVIEWED FOR uODE COMPLIANCE ST. LUCIE COUNTY A R C H I T E C T S Design ro u VILLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll �o�oomov� E 8 E cc SUBDIV. 8e LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 xxxoo-o1 PROJECT#: R5025.036/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 6/18/19 '/SCALE: 1/4"=1'-0"' SHEET �� �� V V A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5' (OR APPR01 WRB LAYER 12, FORTIF15E PAPER (OR APPRO� r S" TH CEMEr 6" 5E0 WINGvLu n-_ iv-= CASING BEAD C WINDOW FRAME, NO BAND *RUE': NTb. iTUCCOWRAP > EQUAL) dG =ORTIFIBER R (OR ,IAL ) T :R WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL; METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING UTWRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LOOR W F$" THICK, 3 COAT �RIT7) �0Y \ CEMENT PLASTER WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW FRAME, W BAND @Euli N.Tb, METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING X X X X a a a - NOTE- METAL LATH. LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANTS TOWND WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP s' THICK, 3 COAT CEMENT ra GAP TPLASTER METAL LATH GAGING BEAD 1X TRIM MEMBER a STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL S STICK SIDING TO STUCCO ���CASING BEAD 1 `t SGALE: Nib. ( CROW-SECTOU WOOD SHEATHING METAL LATH WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAp j-T CEXPLODED VINYL (OR APPROVED EQUAL) V VIEW FOR CASING BEAD CLARITY) CASINGBAND (FRAME) ISED 15 SCALE: N.Tb. METAL LATH /SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINO""I ,-r-, A1%Ar WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2 (W/s" FLEXIBLE PVC BACKER ROD INCLUDED) APPLY FULL BED OF SEALANT BETWEEN — FLANGE 8 BUILDING WRAP ry EZ BEAD WINDOW CASING 1 f SCALE: MTb. WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/yg" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY r - ° hEnv�IRR, r a,- Ii, � ; A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 LTNIIIIIN eomoommmo� E 8 N E L sUBDIV. 8c LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 moo—ol PROJECT#: R5025.036/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA 6/18/19 gOALE: 1 /4"=1' - 0" SHEET V V A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY SECURE HOU: " P UNDE FOLD IN AT J, SLOPE gTFP 1 INSTALL 6" SELF -ADHERING FLASHING OVER NAILING ., FLANGE AT JAM55 n •ST�ky^44tYg�µ�5tl�'yi� _, _' WINDOW FLASHING INSTALLATION DETAILS FULL WRAP i u SCALE: KTe. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PROTECTO WRAP LU' OO OR AAMA 714 EQUIVALENT). SLOPE SILL TO EXTERIOR Y EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN gTF.P P. air�r o NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 8 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL (0" SELF -ADHERING OVER VINYL HEAD ICE (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP �71L'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 DAM5 REQ'D. AT EACH END OF SILL J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING IVER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTI, APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING �)VERFRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS a") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 l/8" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA REVIEWED FOR -"$ODE COMPLIANCE 7, LUCIE COUNTY ROCC A R C H IT E C T S Design GrOL LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 !�I"'llll'I ��v�0o00vvv� STJBDIV. 8e LOT: OAKLAND LAKE (LOT 36) MODEL: 1452 XXX00— 01 PROJECT#: R5025.036/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA D TE: 6/18/19 SCALE: 1 /4"=1' — 0" SHE�ET� �� V V A5 - - =5 L4 J1 J3 JS J1 J3 J5 A8G To b A7 N A6 fV AS A4 A3 A2 A7 A2 A3 A4 A5 A6 A7 AB N Cl N `GN 2 l0 10 Y C1 C2 T o T 81 82 O a N " N C3G J4 J4 v J4 " o J2 J2 J2 C'v J B3 B4G J4 J2 m 16-0 4-8 19 -4 40'-0" TRUSS BEARING HEIGHT SCHEDULE 2x4ROVED MINIMUTRUSS ANCHOR BY M TOP and BOTTOMBLDER CHIORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT & 8r-8rr e. 5 5I 8„ BRO. d ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL 0HANGERS TO BE USED (Simpson) or (Usp) � HUS26 QA HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 ED THDH26-3 OD QD RT16A NOTE: © CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, RGW"ea.irPx. AND TRUSSES, TRUSSES WILL BE MADE IN 0� STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. '�i��,..` 7 �+ SJi9 , F:Tt, RECEIPT AND USE OF "HIB-91 Summary Sheet - .ST. 6"��" COMMENTARY RINSTALLING BRACNGOMETAL DPLATE CONNECTED HANDLING,ATIONS for WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY e' KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE L� All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. e Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING EVIEWED ❑ REVIEWED AS NOTED ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER PLATE MANUFACTURER, REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE aunoNED To SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To 0 NOT REVIEWED O FOR YOUR INFORMATION PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH Submittals are reviewed for conformance with design intent MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI-BI Summary sheet COMMENTARY and general compliance with the Contract Documents only. - WOOD TRUSSEand EY (TRI).s !or TRUSSES ARE INSTALLING BE ERECTED AND FASTENED IN A SmuaHTTAi AND - Notations m Not Authorize Changes to Contract Sum PLUMB POSITION WHERE No SHEATHING IS APPLIED DIRECTLY To THE Top CHORDS; THEY Reviews, Comments and/or corrections does not relieve the SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. Contractor from compliance with the Contract Documents. The TRUSSES SHALL BE HANDLED VAIN REASONABLE CARE DURING ERECTION TO PREVENT - Contractor is responsible for confirming and correlating all DAMAGE. - Quantities, dimensions, tolerances, clearances, fabrication {` proCOSSes, techniques and sequences of construction, TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. compatibility of materials and materials coordination of then work with other trades and subconiractn.. per ante of F..t TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE work in a safe and satisfactory manner and to compliance O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL with the Contract Documents, I� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO G /—+ HANGER IS SUPPLIED. GATE EVIEVVED BY CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. A. S. GN uROUP MWFRS(Enveloae) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height 15 R. - Brhi M EINM Sbuct En 6051 2590 N. KINDS HIGHWAY FT. PIERCE, FL 0495A (772) 464-4100 FiT L C 0 R � � e Trusses shown on this layout are a component part 0 of the building and show truss location. S ✓ Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. rMU S (772) 464-4160 Lateral bracing shown on the individual truss drawings C+OA�r INC.' must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 JOB NO,: 7274 CUSTOMER: LOT. 36 BLK: RYAN HOMES ( jz DESCRIPTION: t 1 J ADDRESS: 5238 Oakland Lake Circle Plan — 1452 Elev. A SUBDIVISION: Oakland Lake i;s"=r-G" 5 z2 2017 dn�eY. 1452NA "`