The URL can be used to link to this page

Home My WebLink AboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION cs COVER SHEET 13 GN GENERAL NOTES 1 FOUNDATION PLAN 5 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR XXX 0 0 — 01 5 ELEVAT 0 SN 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS Ifoxnes homes ■ cO m TABLE R301.2(1) �e CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed Topographic DESIGN FLOOD Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL Weathering , Termite` n HAZARDS LOAD (mph) f-ffects CATEGORY depth TEMP` REQUIRED INDEX' TEMP' N/A 160-C N/A Negligible P. H avy 45 DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-10 • FLORIDA BUILDING CODE RESIDENTIAL (FBCF4), REVISIONS 6TH EDITION(2017) M •ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS C 1ST FLR. LIVING 1,452 SQ. FT. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LIVING, 1,452 5Q. FT. RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C ENRTRYY 1SQFT. 393 SQ. FT. • 1-STORY RESIDENCE - SQ. , FT. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES PATIO 18 STATE OF FLORIDA TOTAL 1,882 SQ. FT. • CERTIFIED BUILDING CONTRACTOR: CU51C VOLUME LIVING 12032777T.. 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" l l" PROFESSIONAL ARCHITECT: CODE COMPLIANCE ROLAND A. ABOUCHACRA AR NO. 93723 2� A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN 'StLuw uom GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. C,/ c" A R C H I T E C T S Design ro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r �idmm ��emm000mcm� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: COVER SHEET 160 MPH EXP. C DATE: 6/4/1 SCALE: 1/4" V-0" SHEET c s or �l l�) GENERAL NOTES 1, 2. 1 3. 4. 5. 11 7. 8. 9. 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADR„ 1PSF) Al. SLEEPING ROOMS 30 A2. ATTICS WI STORAGE 20 Al ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS lPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C.1. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED WLT. =160 MPH, VASD = 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR(KD) 0.85 E.A. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS s0.18 F. GUARDRAILS AND HANDRAILS LIVE Qffi______[PSa F.I. GUARDRAILS AND HANDRAILS 200 F2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT 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 R312.22 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, ROONCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS L15TED 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 Rl 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 1 3/8INCHES 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 R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM. NO, 26 GAGE.(0,48 MM) SHEET STEEL, i INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED. MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %,-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 3. 4. 5. 6. 7. 8. 9, 10. 11, 12, 13, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OFAT 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 V, 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. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4", 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES 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 5301 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 BE3/8INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %.INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R601,2.11 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, ACI301; 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 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0,75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3. B. CONCRETE EXPOSED TO EARTH OR WEATHER: - B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER D. BEAMS & COLUMNS: D.I. 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-FAULTTYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4, 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE. 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8, NOT LESS THAN ONE RECEPTACLE OUTLET, IN. ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1 A00,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/T 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' COX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED: 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 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, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/ EXPOSURE 160MPH/B 160MPH/C 16OMPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. DI I IAAGIAI/! 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''3W PVC (SCHEDULE 40), INSULATED WITH W ANIAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM Y." PVC (SCHEDULE 40), INSULATED WITH 'IW 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 PRO111SIONSOF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH. EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS T' FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS REVIEWED FOR -- CASING BEAD DETAILS -- DRIP EDGE DETAILS CODE COMPLIANCE -- CANTILEVER. DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILSST. LUCIE COUNTY -- WINDOW FLASHING DETAILS BOCC SHALL BE INSTALLED PER ASTM-01063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5, WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N, (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE FILM 44 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 GROUPS 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 BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S irri N. KVNALU nera N ULVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r � �0ovvvvv� r TJBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ROLAND A.ABOUCHACRAI ko AR NO 93723 J DATE: 6 /4 /1 J SCALE: 1/4"=1'-O" SHEET G NOF SECURE STRAP TO GONG. UJ/ (2) 3/16'4' TAPCONS 1/2' T SIMPSON W5 ROLL STRAP OR EQUAL GONG. SLAB '_ SIrCURE STRAP TO UNIT w/ (2) "Sx1 114 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I HB, CPAVERS) a N� ICU I/4'x3'x3b' STL. I 'TYP. POLE ON 1/4'x46' DIA. BASE (2) 1/2'xb' A.B. I ■ m--- all II �= I� 4 BD ETA IL OLLAR D L ■u 8'-9" 1' PVC CHI FOR ELEC. ® ISLAND 0 -8° 0'-0' FIN. ELEV. `w FIN. CONC. SLAB C3 1/2' CONC, REINFORCED W/ Wxb'411I.4 x UA ON b-MIL POLY ETHYLENE VAPOR BARRIER ON TEWITE TREATED WELL -COMPACTED CLEAN FILL -1111, 8'-1" I OPT I _ _ I II REF ,x/ v DI u V. I � " CL - TUB ` 1 � L_ _J 1 EXTEND �f - s -- -----J SLAB 1 1/2' ` � I ■ I W/C� 21'-4" LAV. co p 9A 6'RECESS SLAB DI J c�v FOR PAYERS ' 2 'VTR ■ I I 3 I/2'� I I 3' 4" 2' r \ \2tl DI-17 2 'VTR LAV r � + { SHWR I z' wC I ■ KITCHEN SINKS AUTO VENT 2' I 2' I ro 2' 2' 3'I I ? I ■ T'\2, L PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES al r i I r--n li W�Ill r----Tf i r S 1 � pl r 3/4' CONDENSATE W/ LINE .� -4' ry � A BOLLARD 1AI-AN r PAVERS a 24'x24'x12' CONC. FTG. W/ (3) 05 6 KEBABS EA. WAY N �1 ON CHAIRS MIN. 3' COVER (2-TYP) I ro C -ter 3 1/2' CONIC. SLAB i I I � I■ 40 I_ PAVER EDGE LINE 8 -6 I/2' — J 4' -0" 19' -4" 401 -m" sh i I SCALE: 1/4 = 1'-0' ELEVATION 'A' HB. REVIEWED FOR, CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 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 110 �I"III"'I Lommom�ov0� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 Xhx00- Ol PROJECT#: R5025.044/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA r n RO A. AB IACRA R NO 93723 DATE: /4/19 SCALE: 1 /4"= l' — O" SHEET 1 OF i N m m m v 0 SCALE: 1/4 = I'-O' ELEVATION 'A' 1 d- REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Desirn Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 00033: �N W IE m L svBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 moo—ol PROJECT#: R5025.044/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHMECT: STATE OF FLORIDA a , 1 O W DATE: 6 / 4 /19 S C ALE: 1 /4"=1' — O" SHEET 2 OF F.. LALL LEGEND WOOD FRAME BEARING WALL INTERIOR: 2x4 UJALL O V-S' 5LK 5RG. SHEAR LALL SEGMENT V O.G., UNO. EXTERIOR: WOOD FRAME UJALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/S3 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING UJOOD FRAME UJALL: 2x4 ® 24' O.G. MAXIMUM, UN.O FURRING AT MASONRY' a 241 O.C. OVER FOIL LOTT' S 970 CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I Il'-4' 8/28-5-lIU/(UL McSTI ESSED L-2 4'-6' 8/22-641JUKOt ncESSED 5A6-6-Rul(0JL L-4 4'-6' 8/24-6411I (0)L L-5 4'-6' 8/24-5-(I)IJ/(0)L L-6 1'-6' S/24-6-(I)/(UL L-1 4'-(o' 8R4-6-(I)UKO)L L-6 4'-6' 8/24-6-(I)U/(OX L-S 4'-(o' S124-S-(I)U/(0)L L-10 4'-6' S/24-5-fl)VOJL 4491%T-4C4n'GT"d LINTEL SCHEDULE LINTEL NO, LENC;TH TYPE COMMENTS L-I Il'-4' 8F28-15/IT PRESTRESSED L-2 4'-6' 8Fcf22-05/IT RECESSED L-3 5'-10, SFI6-05/IT 4'-6' SF24-05/IT [L-4 L-5 4'-6 M4-05/IT L-6 -1'-6' 8F24-IS/IT L-1 4'-6' M4-05/IT L-6 4'-6' M4-054T L-9 4'-6' M4-05/IT L-10 4'-6' M4-05/IT L-6 PATIO 5068 SGD DINING 8'-8' CLG, I L-i 25-3H KITCHEN 8'-8' CLG. BEDROOM 3 8'-8' CLG. GREAT ROOM 8'-8' CLG. FOYER - a'-&, cLa i BEDROOM 2 8'-8' CLG. O SH L-� EGG RESS L-2 ENTRY L-3 L L-S 25-SH L-9 25-5H EGRESS OWNER'S SUITE 5'-8' GLa rlrii i i I it iii y, II �i I W.I.C. i 2—CAR GARAGE V-a' cLG. L-I 16'-0' X T-0' OHGD --------------------- � �'IEL PLAN SCE: 1/4 = I'-0' ELEVATION 'A' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design G ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II"IIIII' L0m�0�000�J SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00—Ol PROJECT#: R5025.044/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ROLAND A. ABOUCHAD AR NO 93723 DATE: 6 /4/19 SCALE: 1/4"=1'—O" SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 4ieTe C .z RAVITY BFB 06 f I]-mB PF16 0B PTO 99 BF2 9 BF30 0 Bf31 mB OVERALL LINTEL LENGTH RYPE OF LMTEL) Ble 'SFr- aFl s 3069 .119 PyE 8 �e l <T £,F B Ery 'U' 3'-0' TO 3'-6' (PRECAST) 2231 5d 41, A ? 46m oil 6 1iU 931 489E 15 1 si L P91 16 ' ID 9 IICm9 SIG 6.G 3'-l' TO 4'-0' (PRECAST) 1966 4'-I'TO 4'-6'(P.ffCABT) 1599 316E '^i el3 36. !m 9 Loll � 4'-1' TO B'-4' (PRECABD RD 663 •, 3 P.5 In3' 1631 v' 1 2m ni 13.E Y 3 10. 3 P` - l8 5'•5' To 5'-10' (PwMGABT) 1062 N5F 4f6G 13E C= IEi '!^a 3C 6G>6 e'E rEJ l I' 3( 6316 4 Ear 5'-II'T06'+6'(PRECABV Too,-i loll T:1 0 L394 Bd '46' 6'-l' TO 1'•6' (PRECAST) FLO mil +A119 AEI 3893 -"7 661 'M __-: _-486 B 6 6-l: E S'9° 4 l'-l'To%'i"(FFECASD 55 IEY.. I543 r 06 89m ILS _-1564 2'9 ITO- 639m 9-5' TO 10'-6'(FPMC48T) 415 63 Idh 5.3 5B1 am33 446 1BI 4 3 ,E43 154 3 6 _ (PRECAST) 362 }66 m 1L .4 1845 6-4 423 9 Ppb 1 II 5' TO I2`0' (PRECAST) 331 e 1 t 3 16e4 la 2193 _ '00 abets 35 e- 13 1- TO I (Pel a96 LL 1115 TIT 1m 1002 142E B IBi@ r 91 25 E ]5BF - 212 9 ' 13 5' TO 1W' 0' (PRECAST) 2le 1 ]m6 Sm1 NR NR V L 2E IF: 69 F 2121 3659 NR PY' TO 14 -S' (PRESIRE88ED) NR 1 '10 NR NR NR 19m2 NR 134 NR 111 _']5l e Y1 \R rv¢ ,III- T015'-4' (PRESTRESBEDJ NR . 411 ..9$ 12 m il3 \R 2m5B IF - m 43 3 IYR I \R \R \F E'H' TO II -W (PRESTRESSED) NR 5q$ �NR 1316 Nn' 03 1 \R 6Oo r N2\R EY _ \R ICU^ 1141 T{ NF (_515 �1, l NR VR _ Il-0' 10 H'-4' (PREBTRE9BED1 NR NR NR NR \R NR 1W-W TO 21'-4'(PRESTREBBED) NR IVO NR I 340-nT 599 NR nF E4s IJR 11G NF 135 1468 \R NR PI W TO 42'-C' <FifxBTRESOED) NR 65 DlF 0 R 18� R l0. l �R 120 4 >09 'j.R 22Y' TO 24'-0' (RREBiRL86®) NR :Sm 5m bye B04 W22 loo 'Ark LVAvo ILVOrr,> l - - IC�� UP '_L p�/� A_RALIFT OVERALL LINTEL LENGTH BFSAT #11-IT BF16-li SFGO i E24-li 61B-IT ff91-IT we Wa Roll (TYPE 6 LINTEL) 156E 26 5. 3524 All 5263 60 heel m35 1024 El f' a TO 3'-&' (PRECAST) 1363 1,ft be60 MID 46I0 sne sell 165 163 Bob 311TO 41-0. (PRECAST) Q01 2040 2101 3110 4043 4111 6518 5W 591 1013 4 1- TO 4'-6- (PRECAST) 1016 n@' 2616 2030 935e 3161 4522 411 1d3 A' -I' 9'- 4- (PRECAST) 9O9 156 lom 2893 310 3620 41" _. 3,Ip. 339 610 5'3'TO 5'-m'(PRECA6T) B36 l W01IB60 2929 41m, H190i 3361 9112 5ml 721 49O 5'-F' 10 6'-b' (PRECAST) 121 B9 Im6 q I 16 I6 4 113 20 1 2m c : 14 4 S i .I 2Bn 15 ) B aB -1m 6 I- TO 1'-6' (PRECAST) 424 534 363. l l"09-4'(P.RECAST) Bbd 1910 I643 1969 12B4 369 3e6 5T 2H0 53m 6 B 61 1} ", loll 9 5 TO'0 6' (P ECABU 63m - 636 a to A0 IVI 63 j 1@55 ] :EG _ 401 ISO IO' I To a (PRECAST) 260 454 54 �4 - 9 B m 45 50 y m 2 54m 5m m. ley 1 63 ben 6 9F 25 II -5' T012'-01 ri9l CART) 244 40i 1H1 Isle am'PxITT II 113 I]' -I' TO 13'-4' (PREGASV q26 1, y "1 1 -.424 Ib tit 324 110 -i Ibo3 a-,- - "Il ": 2.m 13'-5' TO 14'-V (FRE0AM) '41nv _ 9 5 _'14 ll G63 2 T :SC I, tSET BIT P IPS 393 100 I4'-I' TO 14'-5' (FREWRIM D F ' 90 3 fi 6 E S 9-m eefl i - 1 m 0 - B 6m _ T a - NR 984 91 14 -B' TO W-4'(Pr£6TRE6BEo la I6 e. NR 259 B3 Is -5- TO Il'-4'(PREVIRE56ED NR 194 04 - 306 l63 SE^6 a - �� T 4 93 B4 � ll 4 3 116'TO V-4-(PIRESTRE66E0 _ --- '3..9 Itl' NR 145 51 9'-5' T I'-4' ( BYRE 5_G. O 1 PRE R 6 d2 la? I3-_ - B _ 9l 53 T9 - I s05 - 546 1a4B G 21'-5'T022'To. (FRE�R-SSEG NR 116 40 06. 999 22'-P To 24'-0' (PRE6TR_56FL O 45.r T bm'o NR 9 Dm, A"PRPr LAT :N/2"RFGFSS DOOR U-LINTELS SAFE LOADS (LB6/FT) G ll4V ITV OVERALL LINTEL LENGTH RF6 m5 BRI mB Brfi4.m8 e(SIB-0B e,RE2a- zb 088R`3m-m BRE6 FW 15 1141 e New a _ m355 ow 4349 5421 D6-1B 1 64 (TYPE OF LINTEL) BRF3m-15, -561 3' 6 704'14' (FRELABT) 1635 1D843 : w9 - 94l] IS% 3e r 29w 396E 4946 69m4 45'T04'-6'(RQELAST) 1494 J6 3 111. 9aI0 ' h 1liU Sill 8 99 _5 4 0 1m543 ,.. 3. A. 4-l' i06'- B'(PRECAST) Bib wil �1G0 W9 40 4.1 e5 IELD 6309 1 Szoo l9l 61" d a 5'-9'TO 6'-10'(PRECA89 010 ml 3[ 42 i 20 -PSI -1 SARI t 5•i4 CA' 60- 14%2 bl 9 4E IC '360 B II' TO 6'-a- (PRECAST) Ill OI -0 - ao; A 15 9 l9 PR99 "I _llE l 1211 5623 6 _V TbI--6' (FREGA9T) 663 /'Co egEi 59 3IT6 �5143 = E990 6693 ND9 1I36 TO 9'-B' (PREGAAT3T) 4 5a6 9:9 E" I n53 3C9 lSe - 500 ,A S°PRECAST W/2"RECESS DOOR U-LINTEL5 SAFE LOADS (LESS/FT) �M�RfmS iOVERALL U1uL IFT LINTEL iEvol- 515 5 Im T 1114 IT 1 SF3'1 BEE 9F IT RR e-li' OF LINTEL) 3. � rs 1 -- -(TYPE 6&e .+ 2' 5 "' f P - P= Q' T R 6 BREb RCFRI 3 6' TO 4'-4' (PREGA9Tr " - a l9l 693 1164 Ions 4 -5' TO 4'-b' (PRECAST) 4'-n' TO B'.B' (PRECAST) 1 `. 400 40l 690 e 1 >-1 5'-9' TO 5'-M' (PCAST) RE ' 3ffi a" 616 4z " tale 5'-II'TO 61-81(PREGA6V 696 1" 464. E. cam 'e= (� T TO -6' (PRECAST) -_s it _ am so 365 Fff BA 4-Tl< J lE5 I E, - 'SIB {` 1'-7'TO9-W(PRECAST) 370 490 214 3»6 ASTI RET49 LINTEL SCHEDULE MATERIALS I. f'c 8' precast lintel = 40M psi 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM C416 f'g = 3000 psi w/ maximum 3/8 inch aggregate 4 8 to II inch Slump 4. Concrete Masonry Units (CMU) per A5TM C90 w/minimum net area compressive strength - two psi S. Reber per ASTM A&B grade 60 6. Prestressing strand per A5TM A416 grade 210 low relexe Liao 1, Mortar per ASTM C210 type M or 5 GENERAL NOTES I. Provide Tull mortar bed and head jolMs- 2, Shore filled lintels as required. 3. Irstauatlan or lintel must comply with the archrix,ctiral and/on structural documents. 4. ul-Lin")sDare manufactured with 5 1/2' long notchesµ the ends to accommodate vertical cell rownrol and grouting. 5, Refarel - the CABT-GRETE Load Deflection Graph br a Fa I4M1el deflection information. 6. Bottom i, added re3bar to be located a the bottom the IInt", cavity. 7. 1/32' 1119 wire. stirrups are welded to the batten a I for eedtanical anchorage. I 8 Coal ce concrete, may be provided In cospoeldt fnttel in Fe, of concrete masonry Units. 9 Sara bah rating based on rational design analysls ACI 318 and AGI 530 to, The axt surface of III installed In exterioflklaal eta oasorry walls shall have a coatingcco applied Tn accordancewith AS96 or otherapproved coetklgII. Lintels siuimreouely with vertical (gravitift) and Ponzontal(lateral) loads se checked For the combined loadinge following equation: li AAWlied horizontal load SIB Safe vertical d ` Safe horizontal load 12. Addition lateral load capacity can be obtained the designer by. providing addition forced concrete masonry above the lintel detail at right •:-i, SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING +) FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 1 �!R' CLR TYP \_(2) 5 REBAR • •' • GR40 or GR&O SAFE LOAD TABLE -NOTES I I led a+l minimum 4 Inch All values � 1. h 6 t 5 Own Ube Safe Far tom osite lintel het t not h p g , nominal Pearling. Exceptionl Safe loads For Unfilled load from. next lower height 5nowr. III must Be reduced by 20% If bearing length Is 8. For lintels lengths not shown, use Rafe load from less than 6 VC inches. next longest length shown 2. N.R. = Not Rated 9. All safe loads in Units of pounds per linear foot 3. Safe loads. Bra superimposed allowable bade. 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 S. One 41 reb:v liay be substituted For two w5 Tell percent reduction for grade 40 field added In B' Imtels ON radar. Example 7-6' lintel type 8F32-IS safe 6, The designer nay evaluate concentrated toads gravity load = 6412(s) w/ 15% reductidA 6412 from the safe)oad tables by calculating the ($5) 5501 pif maximum resisting moment and shear at d-away from face or support. TYPE 1 E61GNAT ION � REBAR AT TOP MIN. lU REQ'p "ro: CLEAR J � "GM.U. F - FILL@' WITH GROUT / U = UNFILLED 1 UANTITY OF 5 REBAR AT TTOM OF LINTEL CAVITY U Q i J ' A Q e° O - Z LQUANTITY OF 5 .A aTEL AR AT BOTTOM REBAR AT TOP LINAL 0 HEIGHT OM REINFORCING !H 1-5/B'ACTUAL PROVIDEEDRI N INTEL NOMINAL WI 5' NOMINAL WIDTH t SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LMTEL SAFE LATERAL LOADS LMTEL Total L.Rim T111.8'' PLAN 8'aB' SOLID 2'-10' Pi 193E 3564 3'-1. FBI 1168 1318 4'- ' R .,t 344 1614 Resin 636 12" 4.8E Recast 506 116B 5'-4' 111 bob MISS 'Ism Resist $43 lies W-4- Recast 634 11 6'-6' Resin 6Q 1268 Renal Sl8 1217 FNxwt 496 Ell 11-V Recast 4]5 M4 8'-1. F'"A Sir 014 5'-4' RecAl 354 IK 9'-1. Prebl 771 SEE 1'-6' Resin 82 43 II'-4' FN 620 IY-0' t 164 Boy 11'-6' µ3 504 13'-4' lt Il 404 µ'-0' Roast B9 Sol eed NA 341 W-4- ad IM NA 301 IT-4' d NA 213 B'-4' sed NA 116 2050E ned NA 159 2114' ed' NA 131 eed110sed NA 95 NR " Nt Reecewlcad LOTTS 19 CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 411c0 ..� tlll(0 ..• r '• r w '� n� 1g° 18' 8/8-S-0) #5/(0) 45 8/6-S-(1L#5AO) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BAIRS IN UPPER OR LOWER LINTEL CAVITY Toul LwgM GENE L NOT 8: RA E 1. COD ES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS I'll d R606 6TH ITT (01V SECTIONS 1901,2 4 2101. 13, BUILDING FLORIDA BUILDING GORE RESIDENTIAL, EDITION 2 CONCRETE (AGI R BUT). 13, BUILDING CODE REQUIREMENTS FOR REINFORCED 1,4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASGE 1-10). 2, CONCRETE: T Iv STRENGTH AT 28 DAYS: 2 2.CONCRETE COMPRESSIVE NGTH RE _ 1J. PRE -CAST WBTANDARD REINFORCEMENT-6 00 P51 INFO 1 III MAX,6000 PSI 912. PRE -CAST W/PRESTRE55 RE RG 213. GROUT PER ASTM C416 - 3000 P51 W/ MA3/5° AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 14615 (GRADE &GO 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A&15 (GRADE 40). 23. PRE-6TRE56ED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 KSI 24 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 Typo P"east Precast Pecast Recea! Recall Recast RBC60l Rsnt Rxat RRaBt SAFE LATERAL LOADS fRF) B' DOOR v DOOR HEADER HEADER RAIN 60LID ru WTI Sao 1617 B61 1521 3 T85 96 SIBS 1165 650 117 504 ^64 411 PIT Bab 664 286 535 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LNTEL LElOil CLEAR SPAN LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY CAPACITY RISC (0}5U Bill CAPACITY rl)5L (15U UPLIFT CAPACITY nnL (151 UPLIFT CAPACITY fIRL (gnu BOTTg1 BAR TOP BAR GRAVITY CAPACITY 1'-6' PRECAST (2)R (2)5 4145 111 Iwo SIRS ame B W 2'-2' PRCGAST (2)R (0) 2415 3631 3531 481E 45 4'-V 2'-V PRECAST !21, (2)r! 1e3 fill 2111 3356 33% 4'-6' 3' -T PRECAST (yin (2)5 NA 2165 965 26M 2ses 4-8 3-4 PRECAS ,DR CQ 1231 1651 241 5-1. 4-0 PRECAST 'y5 1006 1651 1423 1423 1810 00 sal I601 S 10 4-E 'D 3 1483 11 1410 1609 6-4 5' -0' FREC45. PRECAST (2)5 140 140 QB3 1283 ITS b 6 5' -1 PRECAST M-4 'y"4 (2) !2 '10 124 1061 DAB 12% b 6 5'-4 PRECAST (2)4 IISe S2B2IN IBM m01 I2% l b" 6'-1' PRECAST 0) -4 (D"4 (D4 BID 5I0 991 9a Na 10B1 ' 8- 6'4' PRECAST (04 (2)'1 551 959 %9 IN 1047 0 0' 6'-8' PRECAST M14 (yin - 516 Sol B02 ID 9B4 e 4" 1'-1. PRECAST 0)% (2)•t 488 8N %I 60 %1 9 4' 8'-V FRCA5i M-4 (2)� 416 126 I16 499 190 le _W 9'-2' PRECAS 9)"4 (2)9 I SA alb bs 3B0 613 II 4" 10 0' PRECAST a) 5 0) 9 315 %1 No 311 1 601 11 0 10 -a. PRCAST 0)S 0)9 257 525 525 211 561 11 6 II-Y PRECAST (D5 (1)5 211 4W ASS MI 5Q 13 4 12-0- PRECAST (2,15 (2)5 n5 All ART 214 442 14-0 ICI'-6' PRECAST (2)5 N)9 23% ABC AV 190 Be 1 13-4- PRESTRESSED (1)"4 (2)N 1LR 410 418 230 446 IS'-4' 14 0' PRESTRESSED G) "4 lL ti µRE SIB 1 319 210 Am n 4 16'-0- FRSifEBBED (2) N (2) 5 NR Gas 289 163 311 84' IB-0' FR6TRE60ED (215 (i15 NR. 2J4 314 131 294 10 0 E B' FRRoPE66E0 MIS (215 NR 201 or 112 131 21.4' 20-0' PRESTRESSED (1)5 (2)5 NR IT PIT 101 206 211 ' 10`-B' PRESTRESSED (y 5 (2) 5 NR. 164 64 Ip0 I% 14.0E 11-e PRESTRESSED Ms (2)5 NR 131 52 84 163 NR- NOT ROO`ttE14pED 1eeLLL3 ,2_ REINFORCING SCHEDULE At LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LMTEL TYPE LINTEL STEEL v Y IT CAPACITY (Il (05L fi511 GRAVIT CAPACITY RISC (115) APLFT CAPACITY RISC 05U UPLIFT UPLIFT CAPACITY f15L115U BOIId1 BAR TOPR3AR '- -b L T 2 m000 mm sme 2'-V Fill (2)5 (2)4 5931 me00 10000 100ID0 4'-04 21- 'FIRCAST (2) 9 r2) 5 4261 Blow $IS$ 0000 4' -6' 3'-1. PRECAST (2)n (2) 3211 OF 6591 IC0m0 4'-B' 3'-4' PRECAST f2)9 D 2944 elµ AIMS moo 5'-4' A-V PRECAST (2)5 HSM 6437 4CC TNT 5 10, d 6' PRECAST fy5 G)'y Mae 54 B-0 5 m' PRECAST (1)N (1 77 4116 4115 4115 41I9. 29B2 440 6 6 > ] PRECAST (2 q 3934 3936 280 415 6 5-4 PRECAST M-4 (2}9 9119 3919 16 , 6 2' PRECAST W-4 '1)•4 R ism 91 29n W3 2030 301 B E PRECAST ( 219E 1932 21 8 0 e C PRECAST G)N (1 2581 SSM 2551 1154 e d l-0. 1-11 PRECAST M-4 "4 f1) 236 23.b 1DW Sao 2806 1-1. 6-1. PRECAST G) @ 1969 m 6 9-1' PRECAST 0)"4 (yN f3 611 M21 611 S47 Me 111 11 4 10'-0' PRECAST (y5 ( 466 1% 1% 12 0 10-8' PRCAST (2)5 WS 935 335 691 IS 13T9 Q 6 II-T PRECAST G)5 (215 tl5I QSI 634 71°>g 5 -,P 12-e FRCA5T 0)5 (2) 1144 545 IQ9 µ-0 U-8' PRECAST 915 ( I01 mQ µ B 13 4' PRESTRESSED (L"4 (2 4 901 6 a 14 0' FRS1RE55ED (yN (1) 1191 820 Il-4 M .9 PRESTRESSED MFA () 3641 19 4 IB 0" PRESTRESSED (1)5 (A 185 Z6321 513 10 0 IB B' PRESTRE55ED (ll5 f2)5 129 O's 21-4' 10'-0' PRESTRESSED (2)5 (2)5 633 20' 10-8 PRE0TRES6ED (11 2 (2).0 8EE. TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS Ul LENGTH CLEAR SPAN LINIEL TYPE LINTEL STEEL Gai CAPACITY (I5L (PTT) GRAVITY CAPACITY (n5L (15U UPLIFT CAPACITY (USL (15U UPLIFT CAFNdTT (n5L (1fA BOTTOM BAR TOP BAR 6' (2 0 3.6E 1']' PRECAST (2)5 (2)5 1646 loom Imm Vol 4-I' 1'B' PRECAST (31R (2)5 5503 10000 10000 m00@ 4 V 3 2' PRECAST (D5 I'll 4141 10om boll Mo0m -0 8 3-4' PRECA57 (2)rt (2) 319E All IBM mZOI 5 4 d 0' PECAST (2)5 (2)4 6239 10" 5138 m000 B' 10 4-6' PRECAST evS C)R Sol B109 4661 9244 6 4' S-0' PRECAST C) 14 2 4 bI52 6152 Sol IOU 6 6' 5.1E CAST (2)14 (2)5 6250 6290 B645 65% b 8' 5-4 PRECAST W4 GM 5816 5016 3441 6Q4 I.W. 6.1E PRECAST W 14 4312 4312 2636 I-0 6.4 PRECAST (2)4 4939 4099 2508 4252 6'-e' PRECAST M 14 (PI 3130 3130 221E 3¢09 1-4' 1'-0' PRECAST G)14 340 3420 201E 3961 9' -4' 8'-0' PRECAST O-4 2134 2134 61O 2636 10, &- V-2. PRECAST W-4 (Or nil 2211 23S ?bS I1.4- WIS. C i G)5 Tv SEA 1954 031 2009 11'-0. 10'-6' PRECAST CIS M 5 ITS ITI9 910 1825 74' 111.RRECAST Ws (2)5 1667 "1 BIB 1101 5'-4' S' I' PRECAST (D 5 (2) 5 IBM 15M 713 1414 14'-W 11'-B` PRECAST (2) 'B 2 599 636 1323 4L' 13'-4- PRESTRESSED C) -4 Wn SEA 693 561 101 5'-4' W-O' PRES D M 4 5A 1124 1114 Bab mvB n'-4' IE'-0' FRE8TRE65ED My (2) 1330 1330 411 Six M`_`' IB 0' PF£BTRENED (G5 2 1053 I0i3 334 5 III IB' 0' PREB D (115 T 12 511 919 312 66 21 4' 20.0E PRESTRESSED (2)5 852 852 21$ 5AM TT-0' 20.8E PRF-BTREE ED 1 C22 5 2)5 I ISI I19t %l Son 2 IV 0-8' PRESTRE56ED 1 Me 659 1 659 215 425 TABLE No 5 1 REINFORCING SCHEDULE & LOAD CAPACITIES !, SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LMTEL TYRE LINTEL STEEL GRAVITY CAPACITY (05Ll15U GRAVITY CAPACITY !I.'miL (ITS! DRIFT CAPACITY Ms. III UPLIFT CAPACITY (115L"nU BOiTQn BAR TOP BAR J 10' I' -6 PRECAST ) (2)n 0I9® 3' 6' 1.1 PRECAST (V) 10000 1oem 10000 10900 4 0' 1 B PRECAST Wn (2)N IBIS mH62 ICI 0000 4.6E 3.2' PRECAST (2)R (2)5 6001 mZmO 10090 limoo 4 0 3 4' GOT (2) R (2) 5 5509 0000 10000 0000 5.4' 4 m' PRECAST (2) B G) n So wm 0365 5 G' 44' PRECAST (2)5 (2)n 1381 WOOD 6806 64 5.0E PRCAST W14 (2)n 10080 Olden 5641 mm 6-W 5 2- PRECAST W-4 (2)5 IOmeO m clo 530 mane 5-4' PRECAST D)-4 (2)5 9630 GOOD III 10000 l-6' 6'O' PRECAST WAR (2)7 1408 9SISI 3048 16SB T.S. 6'-4' PRECAST 1 1)B4 (2)s II94 916E 3061 1 1326 SHE, 6'-B' PRECAST W4 (2)5 L 64M 1891 n20 6661 1-4' T -0' PRECAST M 4 (11 R 5064 6533 3031 6091 9L4' B-V OAST 111 (114 456t 501 IBM, 4745 9.2E PRECAST Gil (2) 1 3516 38,14 I601 3663 II 4' 10 O' PREC.ABT (2)5 (2)5 32W ew 1621 30" 10-8' PRECAST (D5 ev 5 2WO MISS 1336 2133 Qb' 112. PRECAST IDS 7)5 2115 216 1217 24BB 19 4' 12 0' PRECAST W S MM 2416 246 1049 2166 14 0' 11 8' PRECAST GIs (215 NIB 2216 $31 S41 14 -e' n-4' PPESTIM66M M-4 4 2811 2611 126 1431 IS-4' 140 PRE81FESSFD G) *4 (2)5 266 2616 663 13Q n w Is ' PRESTRESSED (2)N )R DSB ]OBS 6 1im 19-4' 10.0E PRSTEIC (2/5 1)5 on ACT 4B BIB Ni'-0' IB-B' PRE9IFEBBED fD5 (2)5 1496 14?6 -355 l69 JI d' 20-0' BiFE08ED TVS C)M 305 330 669 21.0E J0'-0' PRE01RE50ED (3)5 ()9 JJ 29 24'-0' 21-8' PREBTR88ED (2)5 (ll5 1014 0 4 I@1 2"3n 52t TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 6" LINTELS LMTEL USM4 CLEAR SPAN LNTEL TFE LMTEL STEEL -. PLAN GRAVITY CAPACITY GRAVITY CAPACITY (m5L (IPSU GRAvnY IOPACITY (n5L 115u UPLIFT CAPACITY r15L 15U UPLIFT CAPACITY (n5L (25U gCTTLfi BAR TOP BAR f1 3 6' 1-,. PRECAST (2)R 2) l2 SIB 1065 IB65 24M 2450 4.0E 2-8' PRECAST () (2)1 1131 14]5 W5 1863 Al 4 6' 3'-1' PRECAST (2)5 815 U51 151 14M 1489 4 B' 3.4E FiRtED407 (2)4 a1 N Bob Cal 1396 596 5-4' A-0' PRECAST (2)5 Gil 659 930 530 1114 IIµ BY& 4'-6' FRELA6T D)5 OP) 511 009 BOB all Bob 6 4' 5.0E PRECAST )4 Mn 494 741 141 115 Pb2 11.1.6L1' PREOABT (] 416 Its TB IV B]0 6-1' 5 4' FEG9i 1 45B 693 93 688 190 76' 6'-2' PREUSi !)4 f19 S15 641 1.0E 6-4' PRECAST 315 56B Sea me 499 An 641 6 6-0' FRCABT GIN GIN (2/5 I 393 536 536 $36 411 4 B-4 1.0 PRECAST ) (2 5 334 50T 501 411 516 516 8.0E GOBI 1 (L7 255 4B AM 316 494 0.6E 9'd' PRECAST (2)5 245 1 Bit M! 239 423 11.4 10'-1. CAST @ Y1)5 ITS345 345 BE 338 11.0 0'-0" PRECAST ) (1)5 7- 102 2B1 Ili 2Ta I V II -1' PRECAST (2) 190 743 143 1P 23B 6 4 Q'-I' RECAST f3)5 I51 192 81 190 68 R-0 Q'-B' T IDS 111.16 160 61 m3 61 TABLE No. 9 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOAD& PLF 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LMTEL TYPE LNTEL STEEL ONFILLED GRAVITY CAPACITY GRAVITY CAPACITY (n5L (05U GRAVITY CAPACITY NAL (IP5U UPLIFT CAPACITY flat (Iisu UPLIFT CAPACITY n5L (25u BOTTOM BAR TOP BAR 3'-B -4 CAST ev 6 169 "Al1 34 4'-0' 2-0' PRECAST ()5 f2/n 1131 µRI I425 1663 1863 4'd Y0' PRECAST (D5 f1) 1042 1320 1310 ❑B IIB RECAST (W5 S)4 °.b3 1230 1230 1a* 1996 FRELABT f215 (2) S? 006 m01 1081 1396 a% FIRI (2)5 ) 5SB 846 SAS 1003 011 RECAST (D•d ) 06 693 693 bw 1 Iff-V PRECAST D)•4 375 51 Bob 493 641 FROWSY (D"4 316 AND 680 3t5 546 FRECA5T ('[)'4 O4 213 415 F6 1a 412 2b. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA50NRT ASSOCIATION AND ACI 530-08. 31. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 BSI. 33, MORTAR SHALL BE TYPE 5. 4. STRUCTURAL: 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4° PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201 SECTION ReC6.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (21 14), SECTION 2104.1.5 //-(1) #5 CONTINUOUS B"X16" KNOCKOUT BLOCK TOP BARS: �w :y •" I SEE SCHEDULE (1) #5 CONTINUOUS ,_a• -H 7/32' STIRRUPS AT 4'-0` cc • ,yit (VIED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST Ig (1) #5 CONTINUOUS 313. r-8"Xis" KNOCKOUT BLOCK uru TOP BARS - SEE SCHEDULE F • .; i I ' (1) #5 CONTINUOUS 7 ,32" STIRRUPS AT 4'-0" cc srro sm ,:•yn ( ED OR WELDED) 270kai CABLE 8/16-S-0) #5/(1) #5 PRESTRESSED SRI 33° TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) A" X 14' COMPOSITE LINTELS LINTEL iH CLEAR SPAN LINTEL ITFE INTEL STEEL TOP BAR O R (yin [y5 (vp 11175-m' (115 n (2)IQ <214 GRAVITY CAPACITY (I5L (15U 9115 5014 3651 1141 2619 5344 903 1881 21B8 ]193 Isla lei 1515 GRAVITY CAPACITY (PSL (15U 1=00 1m00 1cGio 1071 6191 3564 3030 20 T 18i EST21" 1981 15M UPLIFT CAPACITY (n5L n,5U acm Gaam 1440 6611 5150 'lDb5 1539H SSW 12DS 1119 1645 494 1I UPLIFT CAPACITY PAL (25U 10000 10000 10000 B#B I216 30656.4E 3045 21 1309 leg 1098 BIB BOTTLn B$R 3'&' 2-1' CAST (77R 4 -0' 2-B' f•TEG46T (]15 7-V3.1E L i PRE f1JII 'FRCABT '(1) 5-/' PRECAST (1)3 PRECAST M5 CAST (1)N 6.6E CASTmtI 6-B' M LAST ON W PRE-0' <21N fl-1-FMCAST PRECAST (11N - B-0' 'PRECAST ❑)N 0-4' .PRECAST D)N 5.4E PRECAST (2)N l2)4 1511 126 1054 596 il FRELABT f2)N 2is 116g 618 1511.4E 1.4' RECAST 113B HO 104 b1B IBI1'-0' PRECAST WS (y5 m41 594 1001 11'&' II-1' LAST M5 _ p) am 9% 561 V25 m16 Q-0'. PRECAUST W5 (2)5 SIN S01 °02 485 @'-B' FfiELABT C)5 fD5 (2) M, 842 841. 414 BSa TABLE No. 10 REMFORCINO SCHEDULE &LOAD CAPACITIES SA- ADS PLF EE WORKING LO ( ) 8" X 14' RECESS DOOR HEADER LINTEL ENGW CLEAR SPA LNTEL TYPE LNT!6 STEEL GRAVITY CAPACITY (0)5LlU5U GRAVITIY CAPACTY (15L(IX5U PLIFT CAPACITY (15L(I CPCTY il5_a*U TLP BAR 3'-b 1-4 Lmile j!��M5,al W-0 24V FRECAST (1)5 3651 loom0 1440 mm -0.1' 2.10E CAST (1 R Sam 10000 4.4' 3'•0 PRECAST Di) (2)R 3000 9566 4-B 3.4E OAST 0)t (2)9 GIS '126 5-1'. 4.4E PRECAST OP5 B14 1042 5'-1. PRECAST 0)"4 2) 38 ini�bS74 zVel 6'-4' L (21"4 2m0 228 0'-8' T-4' CAST W-4 803 TO❑e 9'-8' 0'-4' PRECAST (2)"4 616 Sets REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY anin P`. FILE COPY 313� �6 1j, 313 8/14-S-0) #5/(1) #5 Q, 81 A R C H I T E C T S Design Grow P LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII'Illll L0m�v00momJ sysDIV. & LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT : R502 5.044 00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHiTECT- STATE OF FLORIDA P 0 5 i DATE: 6/4/19 SCALE: 1/4"=10-0a2 SHEET 3. 1 or SQ.FT. CALC.'S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING GARAGE ENTRY PATIO 1,452 393 19 18 5Q. FT. 5Q. FT. 50. FT. SQ. FT. TOTAL 1,882 50. FT, CUBIC VOLUME LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRS. LOAD BR's.WALL NON -BRCS, WALL COLVONLW AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS CALL i /DFL0N WN /DR SIZE ZONE160 MPH WIND FOOTAGESOUAFE �3K WIDTH HEK:w 1 112 161-0D'-0' 1132' 84' 5 26.09/ -44.03 OHG 2 20 3068 DR 36' 80' 4 30.64/ -30.64 3 11 25-SH 38' 63, 4 32.31/ -42.62 EGRESS 4 11 E S 38' 63, 4 32.31/ -42.62 5 42 5066 SGD 14' Sol 5 26.14/ -5103 6 I1 25-61-1 38' 63, 4 32.31/ -42.62 1 Il 25-SH 38, 63' 4 32.31/ -42.62 8 11 25-SH 38. 63. 5 30.64/ -51.15 EGRESS 9 11 15-SH 38. 63, 5 30.64/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=1&0 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY O.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2xb U e I6' O.C. CABINET SECTION BM I �r N m m •o 0 25'-2° 14'-10" 14'-2" 3'-7" 2'-9" 6'-0" 31'-3" PATIO 6'-0'x3'-0 5 N5 6 1 8 25-5H 5068 SGD O O 25-SH O 25-61H O EGRESS ■ ■ ----- is ■ ■ ■ ■ _. im ■ ■ ■—■ DINING IO'-O'x9'-O' a' -a' CLG. IN I R/TIC I I I I I GREAT ROOM 14'-O'xl9'-4' a'-8' CLG. 0° KITCHEN e a' -a' cLG. R/T C AD OUT WALL _ 12 AFF. �p d = OPT. m 3 ' 2x8 L REF. A/C I u.� SHOWER HEAD 0 ■ ®b'-8' AFF. TUB N BEDROOM 3 IO'-O'xll'-O' x � H 8 _a. CLG. E- co co Lu 7'-4" 3'-10" 5'-6' 4'-8" O _ --G t 3-0 BF. R:R -� IR 8H p tee s 1-- 8— 2 ENT 13'-22'-10° ■ /mow BEDROOM 281-61 CLG' N FOUR 0 OWNER'S SUITE III 14'-O'xl3'-4' a' -a' CL& — N C R/T ■ 3'-0" s a x 3' 0 oil l If I JJrut I I j I N U- ° I I N M cal i -TT�I &I W.I.C. 0. BATH I i �i N L 8'-8' CLG. — — @ g _a. CLG r a `- -�' IR-15H � q 2 8 BOLLAA G I- 3 1 COND. I ATTIC I L ACCE`'—S J 7'-oil FOYER 8'-B' CLCx 2-CAR GARAGE IS'-O'x2O'-0' ELECTRICAL N 0 PANEL PAD -OUT STRUCK BLOCK HB ® GARAGE WALL �r I6'-0' X 1'-0' OHGD O www O25 SH EGRESS 8'-0" 2'_4" 2'-4" '-0" 4'-8" 19'-4" 40' -0" FLOOD PLAN SCALE: 1/4 = I'-O' ELEVATION 'A' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S GDesPn ro U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII E 8 I E O SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-Ol PROJECT#: R5025.044/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 6 /4 /19 SCALE: 1/4"=1'-0" SHEET 4 OP' 12 5T j a' -a' BRCS. HGT-k, 6'-8" HDR. 6' W. SCORED LINE _ ® ❑ 17 (TYP) TEXTURED CEMENTIOUS . 00 COATING PER (ASTM C926) (TYP)TYP) 0 V-0" FIN_FLR.�� ------ -- lr—_ (TYP) SCORED LINE (TYP) lh 011 TEXTURED CEMENTIOUS r COATING PER (ASTM C926) (TYP) oilIll a ii - o 0 . ��I q FELI1 d T 'ELIE TIN SCALE: 1/4 = I'-m' ELEVATION 'A' OFF -RIDGE VENT TEXTURED CEMEN COATING PER C132(o) - — - — - — — - — - — - — - — - — - — - — - — - REA R E LE T � l� SCALE: 1/4 = V-m' ELEVATION 'A' 12 12 5� OFF -RIDGE VENT �5 8'-8" BRG. NCs -- BRG. HCzT. o'-8' HDR. HGT. 6'-8" HDR. HGT.,k,_------------------------------------�-- TEXTURED CEMENTIOU5 O" COATING PER (ASTM C926) (TYP) - O'-O" FIN. FLR_ — ---------------�------------------------- � - O'-O" FIN. FLR. a'-O' BRCz. HCsT.l�� O�/o -S NDR. HCxT�_ _ 0 0'-0" FIN. FLR. , s OFF -RIDGE VENT LEFT ELEVATION SCALE: 1/4 = 1'-0" ELEVATION 'A' r ATTIC VENT CALCS kREA OF ATTIC 1864 SQ.FI'. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.Ff. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ-1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.]N./Mff SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.IK. REQUIRED IF OF SOFFIT VENTILATION 39 IF PROVIDED LF OF SOFFIT VENTILATION 187 IF -4-- o0'-0" FIN. FLR. I REVIEWED FOR CODE COMPLIANCE 12 ST. LUCIE COUNT'' 5 � DOC( OFF -RIDGE VENT S'-8" BRCS. HGT. 6'-S" HDR, HCsT. - — - — - — - — - — - — - — - — - — - — - — - ❑ - --- FILE COPY TEXTURED CEMENTIOUS COATING PER (ASTM 0926)(TYP)—\ _j,m -,a" FIN. FLR. RIGHT ETETI SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Group LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �mmnh ��emeemomooy SUBDIV. & LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: ELEVATIONS 160 MPH EXP. C (ARCHITEC STATE OF FLORIDA DATE: 6/4/19 SCALE: 1/4"=1'-0" SHEET OF � CONTROL DATE. mT-ml-Is k.�NJCnoR rCHE>LE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-10 1400 (U 10d x 1 1/2' -PLY, (6) I66 2-PLY, (U6P: (I0) 1Od X I In' - NO I66 OPTION) (2) META-14 1985 (2) HTA I6-18 1800 00) 106 x 11/2" 1-PLY, (USP: 00) 106 x 1 1/2") 190m (14) I6d 2-PLY (USE: NO I6d OPTION) HETA-IS, 1610 HTA 16 1616 (E,' Od x1/2' I -PLY, (8) 166 2-PLY USE: (10) IOd x 1 IB', NO I6d OPTION HETA-20 1810 HTA 20 1615 (9) OW x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO I66 OPTION �.- (2) HETA-20 203$ (2) HTA-20 5110 00) IOd x I Irz' -PLY U6P: (10) 106 x I In, 2BOO 02) I6d 2-PLY (uSP: NO I6d OPTION) Z O LGT-2 2150 LUGT-2 1918 (T) - 1/4' x 2 1/4' TITEN, 2 PLY (USE: MILK (5) 114' WB, WOOD 06) 106 U) DETAL-20 24W NO U6P CONVERSION FOR &MESON DETAL40 (18) - IOd x I IA, I PLY MGT 1 3965 MUGT 4000 (1)5/E. A.T.R IN HIGH STRENGTH EPDXY (MIN. D' EMBED), (22) IOd TO WOOD (USP: (28) 10d TO WOOD) HC-T i 10980 HUGT-2 9365 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. Q' EMBED), (16) 10d TO WOOD CUSP: WOOD (a) 10d) HOT. -3 10530 HUGT-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 10d) LGT3-SD625 3285 LUGT-3 5330 (12) 5DS 1/4'4 In' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD 02) W525) LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 1Od x 1-1/2' (USP: (IW IOd x I IR' VG-T 4940 NO USP CONVERSION FOR SIMPSON vGT (I) 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 0lb -SD6 1/4'X3' TO WOOD <D vGT 7185 NO USP CONVERSION FOR BIMP50N !2) vGT) (2) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-51D6 1/4'X3' / 2 PLY M75-12 1000 MTW 12 1595 (14) 106 x I In' /USP: (14) 10d x 11/]', (14) 1Od) HTS-'6 1ISO HTW IS, 1660 (16) IOd x 1 1/2' NSP: (16) 106 % I IR', (IS,) IOd) HT5-20 1450 HTW 20 2045 (24) 106 xl In' (USP:(24)10d a I In', f20)10d) HTS-24 14BO HTW 24 2045 (24) I0 d x 1 In. (I 5P: (24) 106 x 1 IR', (20) 10d) LST4-12 a 925 LSTA 12 $10 (10) IOd USP: (10) 10d L5TA-16 H 1235 LSTA 18 1360 (14) IOd U@P: (14) IOd MSTA-IB •• I316 M57A-16 1315 /l4) IOd USP; (14) 1Od U) d Q � N MS7A-24 ++ 1640 M167A-24 IlEO (18) 10d USP: (IB) 10d MSTA-30 ++ 2050 M674-30 2140 02) 10d U6P: (22) IOd MSTA-36 + 2050 MSTA-36 2525 (26)10d UBP: (26)10d M8TI-36 3500 KSTI 236 3090 (36) 10d % I Irz' USP: (36) Imd x I I/2' MSTI-48 5065 KTSI 240 4250 1481 IOd x IIn' U5P: (48)IOd x IIn' H6 95m LFTA 6 1595 /8) Bd TO PLATES, (S) 8d TO STUDS (USP. (16) e d x 1I/2', 1161 8d) 5P4 BIBS 5PT 4 945 (6) 10d x 1 In' TO STUDS USE: (6) 106 x 1 1/2' TO 5TUDS A34 395 MP 34 410 (4) ed x 1 I/P TO BEAM, (4) ed x I IR' TO POST. USE: (4) 5d x I IR" TO BEAM, (4) ed x 1 In' TO POST. Pon 645 PLOP 2 1010 (12) 10d x 1 In' USE: (10) 106 x I Irz' TO TRU55, (10) 106 X 1 In' TO PLATE H10A IB40 RE 16A 2150 (15) 106 x 1 1/2' USP: (9) 1Od x I In' TO TRUSS, (6) Imd X I Irz' TO PLATE VGT 1 HD114 4565 PHD 4A 4535 (16)-SDS 1/4'x3' TO WOOD, 00)-5D5 1/4'x2 in' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USE:5/e' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT < HDTB 4940 TDX 10 5110 (16J-5D8 1/4'x3' TO WOOD. (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHERQPLY USE. 7/8" ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (4) T/8" THRU-BOLi6 N ABU 44 2200 6665 PAU 44 2535 6115 (U 5/8' ATR, IN HIGH 57RENGTH EPDXY, (MIN. T EMBED.) IN CONC,, 112) I6d TO WOOD USE; SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (U 5/e' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.T N CONO, (12)166 TO WOOD USP: SAME AS SIMPSON LTT19 « 1340 LTS 19 1205 (V 3/4' A.T R IN HIGH STRENGTH EPDXY, (M!N. " EMBED ) IN CONO., (5)10d TO WOOD USP: SAME AS, 61MFRCN U LTT20B «+ 1500 LTB 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, MIN, T EMBED) IN CONIC, (10Amd TO WOOD USP: 3/4" ATR MIN T EMBED SET W HIGH STRENGTH EPDXY, (I0) Imd, 00) IOd x 1 VY, Ylrz' HTT4 4455 4745. 4465 (V 5/8' Q.T.R. IN HIGH STRENGTH EPDX )MIN. T EMBED,) IN CONO, 116) 5D•10 x 1 UT (USP. (20) t&& X 2-I/24 U6P HAS MORE NAIL OPTIONS: (20) Od, (20) 10d x ITA% (20) I6d x 2 IP' Q HTT5 5090 HTT45 5430 (V 5/e' A.T.R. IN HIGH 5TRENGTH EPDXY (M:N. T' EMBED)'.N CONC, (26) Ibd X 2 1/2" NSF: (20)'6d X 2-I/2') USE HAS MORE NAIL OPTIONS: (28) 10a, Q8) 10o x 1-1/2, (20) I6d x 2 V2- HHDQII-SDB 2s, 11,510 WEND II 12090 (U I' AT.R IN HIGH STRENGTH EPDXY, PEN. 10' EMBED) N CONC, (24) 5DB a' x 2T (WOOD 5CREJl4 )UBP: (24) WI 6000 5CREW5) HDTB 6645 TDX 10 5110 (U 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN 7 EMBED) IN CCNC., (3) 3/4" 51UD BOLTS TO WOOD (USP: (4) 1/5' BOLTS) N W CD z MBHA 356/126 3475 5330 NF135XI2U 316E 1130 SIMPSON: (U 3/4' A.T.R. IN HIGH 6TRENGTH EPDX-, (MIN. 6l5' EMBEDMENT) IN DMH. TOP, (1) BA. ATR IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM USP: (I) IQ' J-BOLT W/ MINIMUM 6: EMBED. e NOT LE55 THAN 4' FROM EDGE OF CONIC W,' 3/4' DIA ITW RAMSET/REDNEAD DYNA BOLT 5'_EEVE ANCHOR OR E2 W/ MIN, 5" EMBED DEPTH INSTALLED IN THE FACE. (14) Od AT JOIST HU@C412 (WOOD) 3635 2860 (FILE) HU64121F 3060 2530 (FLR) (10) I6d TO HEADER, (10) I6d TO WOOD 65P: SAME AS SIMPSON 3265 (ROOF) 32251ROOF1 PUC410 (CMU) 1510 508E HI IF 1905 3115 (18) 1/4- x 2-3/4' TITEN (9 PER FLANGE) TO CFN, (10) IOd TO WOOD: (USP: (16) 1/4' x 3' W63 SCREWS, (10) 106 TO WOOD. HUC210-2 (CMW 1810 508E Hp210-21F 905 3115 (I8) 1/4' x 2-5/4' TITEN (3 PER FLANGE) TO CMU, (10) 10, TO WOOD, (USP= (IB) V4" x 3' W63 SCREWS, (10) 10d -O WOOD -JWC21m-3 (CMU> 1810 4000 HD210-31F 180E 91T5 (18) I/4- x 2-3/4' TITEN (9 PER FL.WGE) TO CMq <I0) 10a TO WOOD: lU5P (IB) V4" x 3' W53 SCREWS (10) 10d TO WOOD LGUM26-2-SD6 1430 5595 NO J5P CONVERSION FOR 51MP5pN LGUM26-2-56z6 (4J 3/8' x 4' TITT' HG ANCHORS <2 PER FLANGE) -O CYU, (4) 1/4 X 2 1/2- BDS SCREWS TO WOOD HIGH 5TRENGTH EPDXY = SIMPEON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENG",NEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR ST LAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING- 5YSTEM9. - + WHERE ANCHOR EMBEDMENT IS GREATER THAN T" DEEP, THE VERTICAL CELL IN CPIU, WALL MU5T BE FILLED SOLID n/ GRO" T. ++ 10d COMMON N41LS CAN BE SUBSTITUTED WITH 106 x I 1/2'NAILS IN CONJUNCT ON A-H A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR _I- APPLICATION PRIOR TO INSTALLATION, U) -+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5%MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE L' W H 0 A.T.R. = A-3ID1 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. vAR,E51 Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PONVOI-E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION. 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS 57EEL FASTENERS. WHEN OSING ZMAX / LLD GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 W6E OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL B4516 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCWTECT/ENGNEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON 51MPBON "WOOD CON5TRUCTICN CONNECTORS, C-2013" , 'HIGH lfllD-RE515TAN7 CONl57R_CTION C-HWm9, AND ANCHORING e=A6TEN!NG 5Y5TEM5 FOR CONCRETE c MASONRY CATALOG C-SAS-2m12. 2 x 12 (•2 SYP) -1/I6' OSB (TYP.) NAIL (3) 12d m V-8' O.C. TYP. 2x12 BM./HDR. ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 81-0. UN.O- 4'-II 1/2' -1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRIG. HEIGHTS 0 81-61 BRIG, LOAD 5%. WALL NON -BD (2) META-16 O 0 SCALE: 1/4 P-0' ELEVATION 'A' V I� 5 (2) META-16 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 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 �IIII"IIII Lm0mo0omom� SUBDIV. & LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT*: R5025.044/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C DATE: 6 /4 /19 SCALE: 1/4"=1'-O" SHEET 6 OF ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110v GFI DUPLEX EQUIPPED W/ GROLtO FAULT INTE%FTER (TAMPER RESISTANT CFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EaJIPPED W/ GROUND FAULT �LUp (I RECEPTACLE INTERUPTER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED �(,�() LIGHT FIXTURE- /` PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR 6 LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - uc UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE BATT. BACK-UP W1 HARDWIRE vD DETECTOR INTERCONNECTED CARBON MONOXIDE Batt. BACK-UP up NARDWI� DETECTOR NTERX NECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK/ CAT b 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 45,802 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 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 10,460 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE (3) a 2/0 THH AIN COPPER CONDUCTORS, (0 e 6 THHN?HUN COPPER GROUND IN 2" CONDUIT. TRANSFORMER BA , 5ftVA VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMp SERVICE: SINGLE PHASE 120R40 TYPE=UNDER3ROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY BIDE! (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 13350 empe CAN POWER COMPANY 200 TRANSFORMER PHONE / DATA CABLE / TV WEATHER WEATHER PROOF:BOX PROOF BOX 200 AMP ELECTRIC,4L RISER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL WOES, AND THE LOCAL POUTER CO. i BONDING IER ANAL TALE CONNECTIONS PROVIDE'4 THHN/ WM COPPER CONNECTED TO CONCRETE ENGAGED FOOTER STEEL AND COLD WATER PIPE NOTE�. IF PVC IB USED THERE IS NO BOND/GROUND TO COLD WATER PIPE, P} JAO DIED, 20 AMP OUTLET FOR M. WAVE COACH LIGHT ELECTRICAL 'PLAN SCALE: 1/4 = V-0' ELEVATION 'A' 3EVIEWED FOR DE COMPLIANCE LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Desplgn y 1 O ULC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 xxxoo—oI PROJECT#: R5025.044/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA l DATE: 6 /4/19 SCALE: 1/4"=1'— 0" SHEET 7 OF cj Counrry P t. O R I D A - Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # 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 Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 W min. embedment with 2 )V minimum edge distance Fixed Glass +2%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 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16' Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sig 16), Jamb Is) Swing Type Doors +30.64/-30.64 +67.01-67.0 Therma Tru 3'0"x8'0" FL 5891.5 N/A ll Tapcon W, Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4'. Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb I/F X 11 4" min embedded Tall Max spacing of 71 2" and 1" OD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tail or 1/4' x 3/4". All points Solid -set Anchors. Roofing Material N/A N/A ITamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A IPly Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A lHuberEng. ZIP System FL 17147.1 N/A 1 have reviewed the above components or cladding and 1 have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: seal REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 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 �III'llllll ILE E S A r svBDIV. & LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C DATE: 6/4/19 SCALE: 1 /4"=1' - 0" (0 5 MBAR VERTICALLY (0 5 REBAR VERTICALLY W/ CONC. W/ CCNC. POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) R-4] INSUL. MIN. TEXTURED CEMENTIOUS COATING Z S' CMU e w PER (ASTM C926) (TYPJ Q Z 8'CMU Eq 4l4 n LK - L� N ,U W' GYP. ILL. BD. U0'U0 CURB HEIGHT VARIES O WOOD BASE w a , 3 In' CONC, REINF. W/ 6'x6' 4 ° WIAxWIA WIF OR FIBERMESH ON a a ^ a 3 In' CONC, REINF. - 6-MIL POLY ETHYLENE VAPOR O E MES = _ WIA�dLIA WlF OR FIBER'1ESH BARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILL VAPOR BARRIER ON z K z W' WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 4' 4' 1 In' RECESS m L 4' 4' 4' (2) 5 SMEAR ON CHAIRS I'-0. '^ I'-0. (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL AT GARAGE sc L , In .1 -mTa 4 WALL BEYOND - WALL BEYOND 3/4'RECESS FOR PAVERS GARA61E DOOR 3 N' car, REEF. 0V MAP i WAWN OF OR FMERIESH ON 6-MIL POLY ETNYLBIE VAPOR 'P - w C BARRIER 0 *U-COI'PAClB) Qr CLEMI TOMMAW FILL � I <' • I 3 U2' CONC, REINF. W/ 6'x6' a W,4xWIA WI.F OR FIBER'IESH ON PAVER 6-MIL POLY ETHYLENE VAPOR e a 3 In' CONC, IlESF. W/ 6'x6' - .a ° WAxUNA WLLF 61R FIBER'ESH ON a'r ® BARRIER M WELL -COMPACTED FILL CLEAN TERMITE 'TREATED FILL . 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 5 MBAR ON FOOTING 5 -m CLEAN TERMITE TREATED FILL 4' 4' CHAIRS BEYOND >_ EXTEND FOOTMG (U 5 MBAR ON CHAIRS 4' 4' 4' 6' RECESS FOR PAVERS GARAGE STEP-UP UNDER PAVERS U m (2J 5 REBAR ON CHAIRS NON -BEARING r cALE.1n'.r-m' r�GARAGE DOOR FOOTING U PAVER RECESS 9 @ ENTRY DOOR C LE: SEE MANW. PRODUCT DETAILS FOR REQUIRED SIZE AND DEP71 Z OF RECESS FOR SOD. TRAM E w vARIE6 Q FMISH FLOOR (V 5 REBAR SET IN SIMPSON Hh3H "' s . w z STRENGTH EPDXY 6' EMBED. MIN. (2) 5 REBAR • I -STORY (3) 5 REBAR • 2-STORY d. a° 6 - - a- Gr` OCU�T TO BE e d TDNSBAR a L 3 In' CONC, RERF. W/ 6'xb' - WL4xWIA LLLLF OR RBER"IESH ON a 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED ° CLEAN TERMITE TREATED FILL 7-I' MIN. LAP SLAB AT S. G. D. TYP. RETROFIT FOR 11 SCALE:1'.I'm A OMITTED DOWELS B REBAR. LAMP AT FOOTING TIE VERTICAL TO HORIZATICNAL P515AR REVIEWED FOR REBAR W/ 10, HOOK CODE COMPLIANCE GROUTED BOND BEAM VARIES PER ELEV. ST. LUCIE COUNTY a BOQ��m L a ; _I IL7+6i'!d I a OA SECTION FILE COPY z F a� N m'-m' FIN. FLR (0 5 VERT. DOWEL LAPPED W/ BOND BEAM - a °a TIE VERTICAL REBAR l0 5 MBAR AT CORNERS W/ 25' LAP MINI. ° - TO HORIZATIONAL REBAR W/ Im' HOOK ms TYP. REBAR LAP HORIZONTAL/ VERTICAL (o�AT LINTEL CORNERS REINFORCING SCALE, In'•I'-m� 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 �"IIIIII'I ��ommo■OvooJ E 8 E O .0 cc L sUBDIV. 8c LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 moo—o1 PROJECT#: R5025.044/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C DATE: 6/4/19 ' SCALE: 1/4"=1'-0"' SHEET DI NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED �' ❑ p0 NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK ' DRYWALL J' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or 1'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN. (SEE WINDOW/000R JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT POOR CASING DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DSCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and e IS' O.G. MAX P.T. Ix4 or 'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �( ' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+4" or + 4 WINDOW TO BLOCK (+3") 8' FROM EACH END and a 18' o.c. MAX or DOOR JAMB TO BLOCK (+4" or + 4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, V FROM EACH END and 4A SCALE: r=r-0' 4E SCALE: 1'4-0' 18' O.C. MAXMIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I j' LT NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) ly' TAPCON DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I �') 8' FROM EACH 8' CMU BLOCK END and a 16' O.C. MAX 8' CMU BLOCK or ' DRYWALL" DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or lx2 P.T. NAILER P.T. P.T. 2x Ix4 or �d 'x4' MIN. Ix4 or Ix2 P.T. NAILER 0 18' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/)OOR JAMB BLOCKING ' 065 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER 504EDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT I° (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and 6 IS' O.C. MAX (ATTACHED TO BLOCKING OVER $30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, SECURE TO BLOCK w/ (2) ' TAPCONS &TH EDITION (2011) WINDOW TO BLOCK (+1 Y2 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 V THROUGH NON-STRUCTURAL MEMBER (1x or 111' OSB) END and a 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE' 4B SCALE: I'=I'_0' w/" TAPCON MIN. I 'EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 IS' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 DOOR JAMB TO BLOCK (+3 16") (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: MIN. EMBEDMENT 1 J° �� SHIM AS NEEDED 4F SCALE: 1'=I'-0' 70 PLUMB JAMB. % METAL DRIP EDG T ' GYPSUM BOARD OR I' HIGH ❑ DO NOT EXCEEDP.T. 26: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS VENTED ONG. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1)05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and IS' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING Pi RECAST LINTEL 1'TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4 WIDE MINJ , WINDOW (PER PLAN), ❑ (2) DRIVE PINS, 8' FROM EACH END and (SIZE AND REINFORCEMENT DOOR CASING DO NOT EXCEED 0 18 O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW SPECIFICATIONS ' (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 - - PER MFR S SPECIFICATIONS DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I ' NOTE. P.T. lx4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER llx or' OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) W/ ' TAPCON MIN. I ' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8 FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (ll TAPCON PLACE SILL (PER BLDR)___'GYPSUM WALL BOARD EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8° FROM EACH ' TEXTURED CEMENTITIOUS 1)05 REBAR VERTICALLY IN OUD CELL WINDOW TO BLOCK (+1 1516) PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATINGC9216)(OVER M'-14 MN. LOGATONPER PLAN) DOOR JAMB TO BLOCK (+1 1%s) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (or 1)DRIVE PIN, 8' FROM EACH END and 8' CM a' P.T. FURRING STRIPS 16' O.C. 4C THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) REVIEWED FORg IS' O.C. MAX SCALE: r=r-0' w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK CODE COMPLIAN E MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 OD BASE ST. LUCIE COON MIN. EMBEDMENT 1 j' NOTE: WINDOW TO BLOCK (+3 %6 BOCC") 7 PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: RE ° ONCRETE SLAB ❑ DO NOT EXCEED ' 4G SCALEf ILOE, copy SECURE TO BLOCK w/ (2) �' TAPCONS SEE FOUNDATION PLAN FOR SIZE 1� (MIN. EMBEDMENT I J') 8' FROM EACH Qn AND REINFORCEMENT) 8' CMU BLOCK ENE) and a 16' O.C. MAX (SEE WALL FOOTING' DRYWALL UPLIFT UP 70 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or lx2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOORJAMB BLOCKM SIMPS0N HTS2(� w/ (10)10d NAILS TO TRUSS 4 6 18'O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MINJ (4)'X2' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=I'-0' (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS DOOR JAMB /WINDOW DOOR CASING MIN. HEAP SIZE 300 (ATTACHED TO BLOCKING:7 UPLIFT UP TO 2,350 lb ONTINUOUS BONE) MIN. EMBEDMENT 141 BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS BEAM (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 1' --- - a TAPCONS P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (ix or �r,' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS) — (MIN. EMBEDMENT I °) 8' FROM EACH w/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK END and m IS' O.C, MAX r -- ----- - TAPCON5 MIN. or OPENINGS 22' x 30" MIN. OD CASING AT SIDE WINDOW TO BLOCK (+2 4") 2' COVER (2) DRIVE PINS, 6' FROM EACH ENE)and 2' APART a 18' O.C. MAX ATTIC ACCESS 1 " MIN. SHANK SIZE .145 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. MIN. HEAP SIZE 300 PER R8O1.1 OF THE FBCR 2011, bth EDITION BOARD (TYP) 4D SCALE: r=r-o' S SCALE: rtrs. MIN. EMBEDMENT I' A R C H IT E C T S Design ro u pp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � Lv�Oomova0� STJBDIV. I OAKLAND(LOT 4MODEL: 145XXX00PROJECT�jFR5025.044 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ROLAND A.ABOLICHACRA AR NO 93723 J DATE: 6/4/19 SCALE: 1/4 " /4" =1' -0 SHEET D 2 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 ��I"IIII"I �o�mvoomov� SUBDIV. & LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 )MOO-01 PROJECT#: R5025.044/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA jU% DATE: 6 /4 /19 SCALE: SHEET D3 VTCR of (U 6 EA �' O.C. M; TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS C © 1 T— ECURE 2x6 MIN. TO BLOCK w/ l2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) 0 n SECURE 2x6 MIN. TO BLOCK w/ (3)' x 9' ANCHOR 5OLT5 w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT © [I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ' TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. 5UCK5 PER MANUFACTURER'S SPECIFICATIONS) , -PRE-ENGINEERED TRU55 j' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ Imd MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' /-PRE-ENGINEERED TRU55 ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 iu/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) j' GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) -8 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 5/' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ Imd x I' MIN. MASONRY JNAIL w/ WASHER s 32' O.C. MAX. SIZE D REINFORCEMENT) _ a a 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 BLOCK 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 6IMP50N or LISP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) 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 �III"'llll �o�omOovmJ E 8 ffi E 0 `m r SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00- 01 PROJECT*: R5025.044/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C DATE: 6/4/19 SCALE: 1/4"=1'-O" 1 Fes"' ------GALVANIZED STEEL VERTICAL TRACK SHEET GARAGE DOOR BUCK ATTACHMENT SECTION (BY OTHERS - INSTALLED PER 6 SCALE: 3/4'=r-m' B SCALE: NIB. MANUFACTURER'S SPECIFICATIONS) PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 'a 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 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 I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION OR LESS 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 R103.1.1 WNW 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 - SCALE: xrs. TO TOO' /I ! I1 6' TO V $" THICK, 3 COAT CEMENT PLASTER WRB LAYER 1*2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED el" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 BCN.E: xTB. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. ow STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB #1 TAPED Ti SHEATHING w/ Wl $2 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL a FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: xTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUR SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 scALE: xrs. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 8 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING i77VIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR �I I APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING =T7z�7/1%l SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II omooaavov& E 0 C' E 0 C 0 L k. SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 xxxoo—o1 PROJECT#: R5025.044 00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA �OLAND A. ABOUCHACRA AR NO 93723 i DATE: 6/4/19 SCALE: 1 /4"=1' — 0" SHVU E�E��T� Al TEXTURED CEMENTITIOU5 WRB LAYER #I, 5TUCCOWRAP (OR APPROVED ___ COATING EQUAL) WRB LAYER 12, FORTIFIBER BUILDING '; WOOD 5HEATHING 7„ *, I^U n^„ At PAPER (OR APPROVED EQUAL) VENT CAP IS Tn RF: SET IN ('-nNTINI1nIA RPM nI= CI=MENT PI ASTER ` WRB LAYER #I, 5TUCCOWRAP (OR APPROVED XZ 5EALANT. PIP=MAM It: ncDYiC \.CAIT P' AcD — I"" 1r 1%41. &. N 4.-IN X1-1\ EQUAL) TAPED DIRECTLY TO SHEATHING `"'� ONE-PEIGE HOODED VENT ATTACHED PER MANUF. 4TI IN CONT. SEALANT) LAP LAYER5 OF BUILDING WRAP OVER SPECIFICATIONS _- 5TEP FLASHING NAILING FLANGE, 5TOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y" ABOVE 5HINGLE5 X NON -MOVABLE FRAME AND STUCCO ON ALL DIVERTER I" MIN. T ALL 51DE5 SELF -ADHERING FLASHING 51DE5, /a" SEALANT e JOINTS ALL AROUND X Y Y-n IN THICK, 3 COAT CEMENT PLASTER 5TEP FLASHING DRYER VENT BLOCK METAL LAtH V D SCALE:N.TS. DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FORTIF15ER BUILDING ado PAPER (OR APPROVED EQUAL) BUILDING PAPER 6A DRYER VENT FRAME) OVER "QUICK FLASH" FELT UNDERLAYMENT SCALE: N.TS. PIPE THROUGH WALL PER FBC R103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 311 `—FASCIA WRAP EXTEND 1/2" BELOW BUILDING PAPER EXTERIOR USE OF PORtLAND CEMENT PLASTER SHALL UNDER QUICK FLA5N COMPLY WITH THE APPLICATION REQUIREMENT5 OF SHEATHING, MECHANICALLY A5TM C 926-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION SCALE; N.TS. IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A WOOD 5HEATHING WRB LAYER 12, FORTIFIBER LEGEND WOOD WRB LAYER 01, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #I, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL 5 9CALE:NTs. WRB LAYER #2, WOOD TEXTURED FIN15H WOOD WRB LAYER #2 AT BOTTOM OF ROOF WALL SHEATHING: FORTIFIBER CONSTRUCTION INTERSECTIONS BUILDING PAPER (OR 8" CMU FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER MEMBER -a 7" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAL OF SHER-CREtE APPROVED EQUAL) =� 5 " THICK, �, /s t0 /$ MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or — WOOD FRAMED PLASTER3 COAL CEMENT _ 6" WIDE SCRIP SEL WEEP REED STUCCO SCRATCH COAT PRIOR TO ELEC. METER WALL 7 „ WOOD SHEATHING INSTALLATION -- /s TO �/8 MID -WALL ADHERING FLASHING, CLEAN �TT�lil WEEP 5CREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WAU " 6 SELF -ADHERING FLASHING TEXTURED FINISH Q MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME) �J (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103.11 / A5TM ELEC. METER FIELD VERIFY / ti SCALE: N.TS. I B $� —: N.T LOCATION C-84i-m9, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR -- — - NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY 5EALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH p0E5 NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM REVIEWED FOR 5EALANT ON TOP 4 5IDE5 ONLY FLASH I PIECE5 TO COVER BOX 4° NOTE: ATTACH PER CODE COMPLIANCE PAST EACH 51DE. STARTING AT THE MANUR 5PECIFICATION5 ST. LUCIE COUNTY BOTTOM OF THE BOX, REMOVE BOCC RELEASE LINER AND APPLY MAKE AN "X" GUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING POLYMERIC ISOCYANAtE-POLYBLEND SINGLE FA5HION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE t0 THE FOAM ("GREAT STUFF" OR 51MILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER WOOD SHEATHING THAN IN TO CORNER. FILE COPY C• STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY 5EALANT AT TOP (OR APPROVED EQUAL) ELAStOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION 5ELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ C.V. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) ELECTRICAL CONDUIT METHOD Al DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELL -PROVIDE SEALANT ° ° ° METAL LATH PENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND °.°. 8 SCALE: N.T.S. APPLY I GOAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, PORTIF15ER INTER5ECTION5 EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 STEP 6 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'IIIIII� Lp�moOv�om� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT- STATE OF FLORIDA :t1W-1 DATE: 6/4/19 I SCALE:1/4"=1'-0" SHE�ET� �� V V A2 WOOD 5HEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AMl 8-WFWC--180 - CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 12, FORTIP15ER 5UILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) mjIIL WRAPPED o CORNER OF CANTILEVER GAP x AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. LEGEND DRAINAGE PLANE (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 12 (FORTIFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 � °.. WOOD 5HEATHING E7 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) CASING 5EAp NOTE: METAL LATH: LATH TO 5E PER F5C R703.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) RIP EDGE INSTALLATION 11 A SCALE: KTS. CRANING MEMBER 41CK, 3 COAT CEMENT PLASTER :NER BEAD FASTENED TO ATHING ,@ i" O.C. MAX. LAYER 11, 5TUCCOWRAP APPROVED EQUAL) )D 5HEATHING AL LATH LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) @SCALE: wry. CORNER BEAD @ FRAME CORNER BEAD (FA5TENER 8 SPACING 'a T O.CJ %$" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12B SCALE: V.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK FILE COPY 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 W W W.abdesigngroup.com AA #: 0003325 �III"III'I �ommo�o SVBDIV. 8c LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 moo-o1 PROJECT#: R5025.044/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C rARCHITECT: STATE OF FLORIDA JLN DATE: 6 /4/19 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8' THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WR5 LAYER #1, 5. (OR APPROI WR5 LAYER #2, FORTIF15E PAPER (OR APPR01 r s" TH CEMEr 6' 5ELF WINDL�Lu ri-, riuc CASING BEAD C WINDOW FRAME, NO BAND 1 JLi SCALE: N.T.S. ')TUCCOWRAP EQUAL) dG =ORTIFI5ER R (OR JAL) T :R WOOD SHEATHING WR5 LAYER;'], 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT- PLABTER VINYL (OR APPROVED EQUAL) - ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH VIEW FOR THICK, 3 COAT CLARITY) CEMENT PLASTER WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING 5EAD WR5 LAYER #2, FORTIP15ER 5UILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW FRAME, W BAND 13B SCALE: N.TS. METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING �� SELF-ADHESIVE FLASHING NOTE: METAL LATH. LATH TO 5E PER F5C R103,11 / A5TM C-847-m9, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) 5EALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER 5UILDING WRAP y GAP iYP ASING BEAD i0 WINDOIU $" THICK, 3 COAT CEMENT Y4 GAP iYP PLASTER .CASING BEAD METAL LATH IX TRIM MEMBER 6 STUCCO TO TRIM TO 51DING TRANSITION WR5 LAYER 12, FORTIFI5ER SIDING 5UILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING X WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 1 t SCALE: NTS. ! CROSS-SECTION) WOOD 5HEATHING METAL LATH WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING 5EAD (EXPLODED VINYL (OR APPROVED EQUAL) ' , VIEW POP, CA51NG 5EAD cLaRIT1 ) METAL LATH \ WR5 LAYER #2, PORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING -- - AM IIIIIIIIII CASING BEAD C RAISED BAND (FRAME) (15)WALE: N.TS. 5EALANT WINDOW FRAME WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (0" WIDE PEEL 4 5TICK OVER FLANGE E-Z 5EAD VINYL 2X FRAMING (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC 5ACKER ROD INCLUDED) T - *APPLY FULL 5ED OF SEALANT 5ETWEEN — FLANGE 4 BUILDING WRAP C�EZ BEAD WINDOW CASING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD (0" 5ELF ADHERING FLASHING OR PEEL 8 STICK WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLA5TER REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY $' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) E-Z 5EAD VINYL (OR APPROVED EQUAL) CA51NG (W/%$' FLEXIBLE PVC 5ACKER ROD INCLUDED) WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" 5ELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY 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.abdosigngroup.com AA #: 0003325 �I"IIII"I �oomv�o0� 1E 8 a) E L m L SVHDIV. 8e LOT: OAKLAND LAKE (LOT 44) MODEL: 1452 moo-ol PROJECT#: R5025.044/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA 0 DATE: 6/4/19 SCALE: 1/4"=1'-0" SHEET �� V V A —/Ilf- CUT HOUSEWRAP AT 450 ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 1 u scALE: N,Ts. (FRAME) APPLY OSI F12U (OR EQUAL) SEALANT A WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PROTECTO WRAP LLLM200 OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL 8A SCALE: NTB. 1G INST MASONT o• . T[ON TEMPORARILY cr11 „ -I'a a SECURE HOU; ,P UNDE FOLD IN AT J, SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING *HIND W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED z-DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 0iLr u NOTE: 1, IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/s" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND DEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS, SUPER STRETCH BUTYL FLASHING STEP 3 L—a" VERT. END DAMS REQ'D. AT EACH END OF SILL 011:J1 MIN. TEXTURED EMENTITIOUS COATING VER BLOCK J5EWRAP DOWN A DIAGONAL CUT 4 HEAD OF WINDOW " MIN. TEXTURED -EMENTITIOUS COATING )VER BLOCK STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTII APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6' WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) !'MIN. TEXTURED '�'-EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS 5") (MIN. THICKNESS a") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 SCALE: KTB. STEP 5 "L• L V MIN. TEXTURED EMENTITIOUS COATING VER FRAME STUCCO OVER FRAME 71)REVIEWED POP; (MIN. THICKNESS s) CODE COMPLIANCE SIDING LOOK ST. LUCIE COUNTY S. FLORIDA BOCC A R C H IT E C T S Design ro u PILLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nmNm `emomomoo� O V E 'C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 44) MO DEL: 1452 XXX00-01 PROJECT#: R5025.044/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 6/4/19 SCALE: 1/4"=1'—O" SHEET � UV A5 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT '4. J1 J3 J5 ASG A7 AE A° A4 A: A' Al A, X A A! AI A' A� C C C', C3C J, X IMIM1I=I�I�I=I�I�I�Iael�l�l�lsl�l�l�l�l�l � _►�I�I�III�I�I�l�l�l�l�l�l�l�l�l�l�l�l�l�� eg h6'j a M aI�I�► pummmI I�I�I�I�I 81 B11, K B,,G J4 J2 v6 L gr-81r ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 (0 THDH26-3 Q Q RT16A (D CONNECTION BY BUILDER REVIEWED FOR CODE COMPLIANCE Si. LUCIE COUNTY BOCC FILE COPY REVIEWED O REMED AS NOTED REVISE&RESUBMIT ❑ REJECTED IRESUBMIT ❑ NOT REVIEWED O FOR YOUR INFORMATION Sabmrttals ale reviewed for conlpTmaece with design ifilM sod general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum.. Reviews, Comments and/or corrections does not telieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcontractor performance of work in a sate and satisfactory meaner of full compliance with the Contract Doeumeolt. DATE C' RINEWEDBY A. SIGN GROUP Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. LIM Nn • '�-04-0 Sv'V�a� 8" BRG. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING Ac BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED i1 Tl DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. ;lumber of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING7 ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRE) IN SPECIFIC APPLICATIONS. SEE "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDUNG, INSTALLING 3 BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED mTIl REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E..t TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO ZI HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C—rise)/C—C htrid IWnd ASCE 7-10Wait ASCE 7-10 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 ft. Brim M BIeawy Struct Fne 108051 2590 N. IdNGS HIGHWAY FT TIERCE. FL 31a51(77T) 181-5180 SOUTJEF TRUSS (772) 464-4160 COMPANIES, INC. 2590 N. Kings Highway Fort Pierce, FL 34951 CUSTOMER: 1\ 1 L 3LL 'N i Z\J.L V ii—fe✓ t DESCRIPTION: Plan — 1452 Elev. A SCALE: DAIS giANN BT. DRAUNa NAIM: 3,16"=1'—o" 5/22/2017 dhc 1452—A