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Home My WebLink AboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET 7 o ) GN GENERAL NOTES 1 FOUNDATION PLAN 02 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT S XXX� — 1 4 FLOOR PLAN 5 ELEVATIONS 0 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL a,. 2� Olin RED DI FOUNDATION DETAILS CODE ? r D2—D4 ARCHITECTURAL DETAILS ST LUGit :> WA1—W5 WALL ASSEMBLY DETAILS L N IH kmnes a n h o m e s 1. \/ o m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND �VIN DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed°Topographic DESIGN ,'Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) I effects" CATEGORY` Weathering depth" Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A , N/A Heavy DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-10 *FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) •ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 1ST FLR LIVING: I,122 SQ. FT. •BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LIVING 1,122 50. FT. RISK CATEGORY II ENTRY 34 5Q. FT. • EXPOSURE CATEGORY - EXPOSURE C GARAGE 432 5Q. FT. •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,155 SQ. FT. PATIO 15 5Q. FT. • STATE OF FLORIDA CUBIC VOLUME LIVING 153-11 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 56'— 0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 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 SCANNED IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR BY CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE I3EEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T 3 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �mnnm �emeeaooam� SVBDIV. 8¢ LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 xXX00-01 PROJECT#: R5025.034/00001 PAGE: COVER SHEET 160 MPH EXP. C wammmommomwow ARCHITECT STATE OF FLORIDA .vR 7 3 4/25/19 /SCALE: 1/4"—f—O" 1 SHEET c S or GENERAL NOTES 3. 4. 5. 6. 7. 8. 9. 10. if1 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS 1PSF1 Al. SLEEPING ROOMS 30 A2. ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 1PSF1 B.I. ALL AREAS 10 C. ROOF LIVE LOADS_ " Cl. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD 1PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E2. 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 t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI F.1.. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL. BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING. PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 2W PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE•DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM.E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN IT702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), GARAGES AND CARPORTS 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 13t8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %, -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 YANCH GYPSUM BOARD OR EQUIVALENT. SITE WORK N 1 2 a 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 OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %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 W LAYERS AND COMPACT TO95%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 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301. AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE%. 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 i. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8INCH 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 12017), 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 R606111 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 1/21NCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 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 B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y=', 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017)AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH 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. 126-VOLT, SINGLE-PHASE, 16- 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: CA STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1.400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R&02.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' CDX PLYWOOD OR 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 15132" 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 2xSTRUCTURAL 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 RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.PON CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RE S S 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. 4 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS. AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL. BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY 81MPSON 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. DRAFTSTOPPING TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MW). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 1 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. REVIEWED FOR CODE COMPLIANCE 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017SENEAAbl NSERVRTI0POU NTY BOCC PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER.R2906A ` FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, ` PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCHEDULE 40), INSULATED WITH W" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM '//" PVC (SCHEDULE 40), INSULATED WITH Yz AMAFLEX. - 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTMC926 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-OUTDETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS -- DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS •• WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.102.1 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 IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C T S ��Dresl n GIOULLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX:407-774-4075 www, a bd es igngrou p.co m AA #: 0003325 1 ��s000iES�'I SUSDIV. & LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 Xxx00-01 PROJECT#: R5025.034/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D*TE: 4 /2 5 /19 *CAT E: 1/4`l'-O" SHEET N O F SECURE STRAP TO CONIC. UJ/ (2) 3/16'4' TAPICONS 3 1/2' TI GONC.SLAB SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UJ/ (2) 05x1 1/4 SHEET METAL SCREUUS A/C CONNECTION TO PAD DETAIL 1/41x3'x36' STL. POLE ON 1/4"x6" DNA. BASE (2) 1/2'xb' AB, 1'- 4 " BOLLARD DETAIL 0 m PAVER EDGE LINE (PAVERS 0 -3 1/2' N Ii I .I ■ �I I X III 4 �4 SNKii-_ 10'-4 II RANGE n- I I V _ (V i ■ v 2'-1" 2'-II' 2'VTR KI>•CHEN 2'VTR 2„ SINK LU/ JI` AUTCJ VENT I % 1jz -- I 2z�1 z 1 ■ i IE i11 I /z I TUB I I 2 i �2. Ili I i i A;., J IU.G LAV SHIUR I I I Lai � I txr. i� l ' I L �ZJ L A -i - 3, 3' I r LAV 3 ■ I 3' 3' 11/2 4, wr-�arrc� cv 14' -S" CO 2' N ■ 4" I I TO I DI MAIN 'PLUMBING RISER DIAGRA)j I' PVC CHASE FOR ELEC. a ISLAND -3" Milt 32'-1" OLO'-O' FIN. ELEV. FIN. CONIC. SLAB 3 1/1' CONC, REINFORCED D W/ 6'xb'-WI.4 x IIIIA ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE C TIREATED WELL -COMPACTED CLEAN FILL Clmll Inn LAV 1 tit Ir-j II ill I I . �T,U� I OPT. D L_____JL--__-J IS'-2' EXTEND SLA8112' 2'-0' /�-1011 14'-411 3/4' D I CONDENSATE i �`NI�„`T - LSE — -4' � W/H A ILI BOLLARD 4 N- pl i 20' -S" D I 3 1/J' CONIC, REINFORCED D W/ 6'xb'•W.4 x WI.4 31, 4" -14' ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED EACTED J CLLEANAN FILL FILL -6' RECESS SLAB FOR PAVERS 0� ■ � (PAYERS�� I —� 6 1/2' 71�� 21'-4" 40' -0" FOUNDATION -PLAN SCALE: 1/4 = I'-0" 'ELEVATION A' mm 11 2 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 3 1/2" ICONIC. SLAB A R C H I T E C T S /Design G ro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 00 r � IIIIIINIII ��emoomomovp QE V O SUSDIV. 8c LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 XXX00-01 PROJECT#: R5025.034/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA APR 2 6 ,m111 *TE: 4/25/19 SCALE: 1/4"=1'-O" SHEET I OF A R C H I T E C T S Grousign LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA#: 0003325 �IIII"IIII E '8 AV+I W E 0 C`^ L sVBDIV. ee LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 moo—ol PROJECT#: R5025.034/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 2 5 D E: 4/25/19 ALE: 1/4"=1'- 0" A R C H I T E C T S WALL LECsEND WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL m 8'-8' 5LK 5R3. SHEAR WALL SEC-rMENT 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/83 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 ® 24' O.C. MAXIMUM, UN.O FURRING AT MASONRY' ® 24' O.C. OVER FOIL L0TT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE COMMENTS L-I I 6'-6' 6/16-6dLU/(I1L L-IA Il'-4' 8/28-5-(iJU/(I)L PRE5TRE55ED L-2 4'-6' 8/24-5-(I)U90)L L-3 4'-6' 8/24-5-(UU/(0)L L-4 4'-6' 8/24-5-MU/Ml- L-rrp 71-8. 8/24-5-(UU/01 8/24-5-MUM L L 7 4'-6. 8/24-641V(01 L-6 4'-6' 8/24-5-(UU/(02_ L-9 4'-6' 6/22-5-(IW(0)L RECESSED 4^ZT-44916TEt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 6'-6' 8FI6-15/IT L-IA ll'-4' 8F28-15IT FRESTIR SED L-2 4'-6' SF24-05/IT L-3 4'-6' 8F24-05/IT L-4 4'-6' 8F24-05/IT L-5 '-6. M4-15/IT L-fo 6'-6' 8F24-15/IT L-1 4'-6' 8F24-05/IT L-8 4'-6 SF24-051T L-9 4'-6' 8RF22-05/IT RECESSED PATIO 5068 SGD L-6 DINING 8'-8' CLG. I I Fz >< @ )< I o 0 KITCHEN I O ------ O ------- O BEDROOM 2 8'-8' CLG. BATH 1 8'-e' CLG. I I. II u BEDROOM 3 8'-8' CLG, FOYER 8'-8' CLG. 25-SH 25-5H (2)25-61-1 EGRESS EGRESS L-5 L-4 L-3 GREAT R00� V-8' CLG. OWNER'S SUITE 8'-8' CLG. 2-CAR GARAGE 8'-8' CLG. L-lA ----- Ib-0'Xl'-O'OHGD PLAN LINTEL T SCALE: 1/4 = I'-0' 'ELEVATION A' W.I.C. BEDROOM 4 8'-8' CLG. LIAp�N� �c E Ri 4Design GroulrLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11E 8 0 L cc SUBDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 MOO-01 PROJECT#: R5025.034/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA s°° 5a9m ATE: 4 /2 5 /19 SCALE: 1 /4"=1' - 0" SHEET 3 OF REVIEWED FOR CODE COMPLIANCE SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS R" PRFGd9T II-1 INTFI 4 SAFE I OAMA (I PlA/ T) /ITT' ov-cRALL LINTEL LENGTH EFe-OB PF0 m BFIR 08 B BF m 68 6R4 0B 3R5 DB 321 mB (TYPE OF LINTEL) BNB BFBT B SIB I BFib ® I'll 516 &m IB 6 &-24 S 6D s' 19 955t i'b3 IB IC9tll R'-B' 70 3'-6' ( PGA6T) 2Ral 9 a605 I Wit } i ¢ iall 99O d9-'.4 03, 'Im = IIEm3 M4 2561 3'-l' i0 4'-0' (PRECAST) ISSN NNW 60} z 13 is,, - e m 94 laosi 4'-1- TO 4'-6' (P,eNOAB'T) lostUSES IIO P31 ,-,3 - ]lag 44 a 1432 61 i9 Ta n60 e6 2 3 084 I F,"+ n� 4,49 4'-l- TO W-4- (PRECAST) IRII -34 AS 3m9mj 5365 'n l 1541 l342 .549 -- SEES n'le - 5 5 TO 9 10 (PRELABD 4, 2l ES] 36m 5 Z11-1_ lii96 li6B. _ c056 1¢ 1131 5. 1 6,_ 53R8 _ ¢61 (PRECAST) 5-II' TO 6'-6' 9me iEB 2'Il 1 IRa I. ,6OB 51 _ _BJ6a o.o a 94. T - sees 5G55 6 -1 TO 1'-6' (PRECA@T) T43 Imll -.-' IT.9 ---_. _ 3621ss 5E61 1fIII`r _ 646T __ .6472 ___ - - T TO 9'-4- (PRELABiI. 55< 699 116C' , In2bIB�JeCIS ; BS a64 ]4E0 4 CS- .�0 --5 TO Ill @T) (fFECA 411 -- '-- 5 2013 R 6 364> 41"4 - 5g 45 ..66 I- I ' 3 4006 10 -7- To II'-4' (PCEC46T) 362 6E[ 945 _ 1366 a46 -4R3 -v2e 32 _ - 4=6 4= IJ 12 16E R ae 1� 11'-5- TO 1V-0' (PRiECA@T) all 540 BU 12 16E4 Id 2 05 _ B552 A- l ' 36 231E 6E 13'-r TO 19'-4-(PRECAST) 296 4 1 55 I0B 14i6 _ Je - T 31e 06-. __ ID.. mo L36 9l 636 13'-W TO ix:V (Ime BT) g zT; 41: lZb I¢m2 bR6 all � 21. 636 _ I4`1V To 14'-0' rPRE91RE88ED) NR 4i_ TR 1 1B y N of 0r NR Rap R5n lIR - le �vR nR 14'-9' TO IS'-4' IPRESTREBSED) NR aa_ v nw rya .R _-_ 1 NR mEx NR LlAv -. 2515- h¢ IS'-5'To IT'-4'[PREe}RE9BED) 'nR lop AB- )- �e IaR6 NT �1m3 I6Q.9. Nti a4 1849 LR 1041 nR TR N, n I1i-5'TO 19'-4'(PREBTfEB9ED) NR [R Hit '14L 12 --- @B2 515 Ills a TO 21 -4- 04 .m 5aE B45 NP NR A j r 146E NR _ uR (a It RI'-5' TO 32'-0' (PIKE@iRE8BE0A NR TOWS al9 5 U 64 N¢ m4l 3Bi R ]99 nR NR �R 1R 11'-1'T024'-O'(FftE6iftE6ECO) JR 2hm 1n¢ Eoa -li PBe Ina? ll SAFF I CADS (I F3S/ T) 8"PRECAST U-LINTELS Ic 6E W UF'L'FT _ATERAL OVERALL LIN76L LEMCTF all T le R a 6 r a O( 4r21 l "a- 1 El 11 (TYPE OF LINTEL) 855 1 8 2T a Ib tT EP 0 G X 3T v-3B 0 S-2T' eJ6 NiRCM'u at, :115 3F-0 4ErL 1211 61 Dpl 2'-8' TO 3'-6' (PRECAST) B69 _- IJ63 - 4¢5 1 ¢5 - I 55M S26' P2 - - O60 815 45,ee 3 10m1�., 102E =4 15W 6.-�9 3'-l' TO 4'-0' (PRECAST) I b3 -Fall 2 l}i _-222 - dZ6O JBI 451E Ll l - - o¢ y. '66 Lee 763 I909 4'-1-TO 4'-&'(PRECA5T) 691 @13 IRmI _ 204E "l s 404E 4 - 2 60 I339_ 6 55:9 9 -._. - 06 II 4'-1-toW-4-ePRELABD 191E - (15 _6 -I 22'6 .Ba6 n399 96 92 6 a 31m _ 5R: a 41 411 74D 6' -5" TO 5'-10' (PREDAST) 4m 53a .1. 9R9 -1I '00a 3 DL 0 I'l3 5'-II' TO W-6' (PRCYAli IT, a, 721 490 Lo Y 8 211l 1190_ -h l. 2 6'-7 TO V-W (PRECAST) Ib 4 S .4 6 .ea 414 534 ass 1T 34 l% 4 02S R. teal 9 R9 S9 l 'a 2m l'-T' TO9-4' (PRECAST) 591 sam E6 _ ST .:B =b 43 ubb 6 a9 94 16 - 6 1613 al 926 5@ 230 9'-5'T010'-6'IPRECABT) 53© h 5 _ let '- R - I'03 205 3 34F-- 5 264 401 Ism 10 -7 TO II'-4' (Prh'CABT) uu OAR 3l 6 3 1915 l 260 469 IBA 4 4 45 b =l I et35 4-6' TO n'-0' (IFNia T) _ 144 403 131 41_ £aL 9<0 L 1E 2l', Fm -.1 a4l 96S 3 "3_ 12'-'TO 1V- 1 4' (P�CABT) B 110 B0 5 141B 1659 2Bl 21l 314 110 'a -5- TO 14'-V (FRECABT) LA,415 3 11 L ] Pi t 1.Zia E AO, -1 lob Sea 100 1W-1' TO 1W-V (PRESTRE66EJ 39 _ boa 6 lJo,, AS 1 3i'l4..E NR 2@4 9 14'-9'TO 15'-4'(PRE8TRE88E -' 163. e54 IN 259 B3 66B" 3m is' I" - 0B 124E 6m I5'-5' TO n'-4' (P,PE6iRE96ED1 NR M4 64 2.506 ' VAR "m _ _ VT o ' �. -6 a 3 Tit _ 4l Ili-5' TO It -4- (PRESTRESSED) 162 2 M1:6 NR-00 62 2 3 I 4:9 tl4 Ova11l_ 3 - ^l -Em �SZ 14R VT -05- 19'-5- 70 21'-4' Y i 2 ale 5a l2. 9m5 - - 95 6o Coe E3m ITS - 42 3 All 21'-5'To 221-0'rFREer�%EG) 31 IR 1 ell 9 _ - I l5,, 1] 60B 6 4 2 91 NR 116 _ -_- 40 �-W 22'-1' TO 24'-@' (PREBTREB6E0 _ NR 91 80 IF4 2x, �I- 3r 6e6 bl 816 8"PRECAST W/2'RECE55 DOOR U-LINTELS SAFE LOADS (LBS/FT) C5RAVT� OVERALL LINTEL LENGTH 0�6 06 8161E OB Gd4 ZB BIE eB B�F2 mp 161s mBle6Ja m (TYPE OR LINTEL) 93BID 5Tw216 4349 cF16 Be"i & SASS Ya' n49 HYv5 3'-V TO 4'-4' (PRCABU 169E 486 9m65 39p 9%a" 4 9 5 a 6oe4 4'-5' TO 4'-6' (PRECABD 1494 5.8 nt0' 11� .Bxwm 11]1 283- ,�•"L 3902 396E 4'-1'T05'-5'fPRELA@T) A. ,IT I6�3 160E 6 0 214 24l" - 3114 310E 7j Bcg 5'-W TO 5'-11 eiRlocABD BI0 jl8 -- 2H43 E T, ♦mbm 504E T 4 `43"41, n e d106) 9'-11' TV.'a. (PRECAST) 5 9ZI 835 _3 0 _ -' "91 :a 6l 105g3S l5 311E 5143 T '9 '25 6'-9' To T-6' (PRECAST) 66 y53 'a90.'-SASS - 31T6 9143 BYA I0B99), ALE l'-l" TO 9'-B' (P.E%LABr) 411 I SR6 939.. $68 'S3 2g 450 cgal ;r 8'PRECAST W/2°5i DOOR J-_:\TEL5 SAFE LOADS (1_55/FT) _cT_IFT OVERALL IN+2L LENGTH 666 IT 9ffIP IT &UIL IT 6 IB BED _ IT o@26 IT YRF3¢-li (TYFB 05 -Ni 666 21 BFr m T ar`a1a-sr e r-IB 2 barro 2T 662E 278R9�Pe"!i. 0 '6 BRF6 RCMu 2 166E 36 305E SI l V. 3'-6' To a'-4' (FREGABn 'fl _ 6 -- - 166E 2 FI. 8096 ,. - 51. 4 6 _ 514 153 151 u64 4 5 TO 4 b' (FQE6ABT) 04 1_ 2939 3601 215 4943 694 698 1013 66' 6T5 1604 1 lR 65 R939 26 1054 1 M? nil a'-7 TO b`0' ePIRN ASIT) _ 406 401 06B 65'_ P, 3133 12. SUSS 5'-9' TO 5'-10' (Real- -' ' - 352 361 616 2l5 a '306 � ea,- 4.95 Lai lib .- tl bum 2 59 5l6 _.%' 9 B 9 3.9 5'-II' TO 6'-6' (FREL46t) V. m00 l50 '. o .43E - E6 1 Bl9 bl 296E 595 lBB 464 aJn LA+- b 6'-TO 1'-6- (PR O46T) 9' 501, B b 1364 4E6 &b4 ri , 66 t-r0 2561 IBa9 2368- :18o Os 1I4 %3 J95 r T09 B (PRECAST) 355 Sbm '.el:' L'Eb 1�91 {TL 206 Ill'I 'A 24 ASTM RETE� LINTEL SCHEDULE C MATERIALS I. fc 8' precast Ilntel 4000 psi 2. Pc prestressed Ilntel - 6000 p51 3. Grout per ASTM C416 fig . 3000 psi w/ maximum 3/5 Inch aggregate 4 6 to II inch slump 4 Concret Motor Units (CMU) er ASTM n e y p G90 w/minimum net area CAmprebalve strength = 150E psi 5. Rai per A5TM A615 grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C270 type M Or 5 GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore filled Ilntels its required. 3. Ill of [Intel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 12' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. efer nce the GA5T-CR T Load Deflection R e E E Graph brochure for lintel r to be information. 6. Bottom field added rebar to be located a the bottom Of the ]Intel cavtty. 7. 1/32' diameter ware Stirrups are welded to the bottom Steel For mechanical anchorage. 5. Gast -in -place concrete may be provided in composite lintel in lieu of Concrete maSO(Iry Units. B. Safe load rating based on rational d ,8tgn analysis per ACI 316 and ACI 530 10. The exterior surface of Ilntels Installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-296 or other approved coating. )I_ Lintels loaded 51multaral ly with vertical (gravity or uplift) and horizontal 06tal loads should be checked for the combined loadtng with the Following equation: AOolad vertical load Abonlled horizontal load 5 1.0 Safe vertical load • Safe hOrlZOl load 12, Additional lateral load capacmy can be obtained by the designer by providing additional reinforced Concrete masonry above the Ilntel See detail at rleht; 4. SEE SAFE LATERAL LOAD TABLE6 FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2' CLR TYP 7 (2)5, REBAR GR40 or Gli SAFE LOAD TABLE NOTES 1. All values based on minimum 4 Inch 'I. For composite lintel heights not shown, use safe nominal bearing. Exception: Safe loads for unfilled load From next lower height shown. lintels must be reduced by 20% if bearing length Is 8. For Ilntels lengths not shown, use safe load from ass t Fan 6 1/2 Inches. n Iast ten th next on e 9 9 shown g. N.R. =Not Rated 9. All safe loads in units of pounds per Ifnear Roos 3. Safe loads are Superimposed allowable load&. 10. All safe loads based on simply Supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. II. The number in the the parenthesis Indicates the 5. One IT rebar may be Substituted for two 5 labors percent reduction For grade 40 Field added in 8' Ilntels only rebar. Example -P-6' lintel type 8P32-IB safe 6. The designer may evaluate concentrated loads gravity load = 6472(Is) w/ 159S reduction 6412 From the safe load tables by calculating the (.85) = 5501 plf maximum ria lsting moment and shear at d-away from face of support. TYPE DE&GN,470N F FILLED WITH GROUT / U P UNFILLED IFL ITT OF 65 REBAR AT BOTTOM OF LINTEL CAVITY OR& LOUAN717Y OF 5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 1-5/8'ACTUAL 8' NOMINAL WIDTH -5 REBAR AT TOP MIN. (V 111 I-12' CLEAR 5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE WORKING LATERAL LOADS (PLF) 8" x 8LINTELS 6N£ LATERAL LOADS LNTEL LINTEL (PLR/ Total Typa 1 111. PLAIN Sea.Length SOLID 11. Recce! 19% 3%4 3'-6' Preue! 116E 131E 4'-V Ra et 844 USIA 4'-6' Roue! 636 1266 4-8' Reuel 5% 1163 5'-4' Recast 666 1Ne VFW Reuet 60 105 b'-4' Rauat bN I%4 b',b' Retest bB I2M 6'-B' RerAat 5la PIT T-6' Reuel 446 S30 1'-0' Reue< 414 894 B'-0' Preset 381 814 W-4- Preuet 354 145 9' -A Rec44t 77 Via m'-b' Fkxaet 181 453 Ill Pat i P.a 620 Prount k4 549 p'-6' Protest H3 51 B'-4` Raue! 116 404 Reuel 99 Sol WE, "W eRal NA 341 1'-4' Pmetrai NA SIR 11'-4. Real"Pai NA SB B'-4' Rsetreees() NA 116 10'-t' Rsaranned NA Be 21-4' Preetreeeed NA 131 Z'4' R lHami NA 120 34'-0' Mrs,"beed NA 93 Rill Not Reeone rwid 9 LOTTS rG CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 f. f. 'r� ..• N'A On ..• 1 U) 1 W NOff. 8/8-5-(1) #5/(0) NOMINAL WIDTH/HEIGHT OF LINTEL I- PLAIN OR SOLID LINTEL 18/16-P-#U / #L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY Tall Length GENERAL NOTES: I. CODES J. FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2017), SECTIONS R402.2 4 R606 12. FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2017), SECTIONS 19012 4 2107. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 315-08). IA, AMEROAGN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ABLE 7-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.L1. PRECAST W/STANDARD REINFORCEMENT-4000P51 2.1.2, PRECAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.13, GROUT PER ASTM C416 - 300E PSI OR MAX. 3/6' AGGREGATE, e' TO II' SLUMP. 22. REINFORCING BARS, 22.1. STEEL FLAG DIN PRECAST LINT AT TIME OF D I FABRICATION ASTM WS (GRADE 60) E E E EL R 5 RADE 222, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.4. DETAIL RE INFORSTRANDS I ASTM A416 1-WIRE, STRESS RELIEVED 210 KSI 24. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TIPe Ravel Reuel Issuer RKYBt Reuel R6ceN Roca t Fabi Praau Rama SAFE LALOADS epi PLFI 0' DOOR 6' DOOR HEADER HEADER PLAIN SOLID 1112 2011 so 0T as 511 % Bob 659 %5 Sam Im 5l4 Vi 411mol 356 664 86 535 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL UN iH CLEAR SPAN LINTEL TYPE LNTEL STEEL UNFILLED GRAVITT CAPACITY GRAVITY CAPACITY rIAL f0TG11 GRANTT GAPACITT (mL (mU UPLIFT CAPACITY rm Om LIM FT CAPACITY (IAL (2m BOTTOM BAR TOP BAR 1 b 6' RECAST f112 !2)2 4145 1009 1809 boat blt0 TV 1'-2. PRECAST (2)2 (2)� 2415 NOT 31 All .481E 4L0' 1'-0' PRECAST (2)2 (2)7 1153 ?111 111 3306 3306, 4L6' S.V PRECAST (2)s (2)2 1343 216E 216ri 260E isms 4 =61 3-4' PRECAST (2)s (2)2 1232 2011 Pm0 2421 MI 5 4-V PRECAST (2) Is (2)• Imme k 5I 1 0 b IBBI 0 4 -6' PRECAST U2 %0 1no 1423 141E USES b d 5 0' PRECAST M5 (7)4 (2)2 lie 1132 111E 1415 6 6 5.1. PRECAST (1)4 (1)2 66 1231 032 114E 134E 6 e 5-0' PRECAST m4 GA 6B3 104 1104 IN Ilel 11% 1-6' 614. PRECAST 0)-4 (2)2 510 Sol t91 an 081 l-B 6'-A PRECAST (2)14 (2)2 $51 Ve %9 I" 041 B4 6'-11 PRECAST (2)4 (a)2 5B 901 901 TIi 9B4 0.4' l'-V PRECAST (2)4 (2)1 488 %I Sol 649 sh 9.11 1.11 PRECAST (2)4 (2)4 416 126 Me 499 190 0.6 9.1 PRECAST (2)'4 (2)R 354 618 610 380 615 II.A 10.E FREOAS7 (V `5 (2)5 315 561 EST 311 San 12 lV PRECAST (2)5 (2)5 2V 525 525 all BE 12 6 II a' PRECAST (2)5 (2)5 211 49B 4% 251 5D ` PRECAST C15 O 513 1% 656 Abe 114 442 14 0 114' PRECAST GIs (DS 2% I Ail Qo ISO 3% 14P=81 3 4' PRESTRESSED (D4 (]12 NR 40 40 130 4<6 15 4 14-m PRESTRESSED (2)•4 <U2 NR 319 3m 210 40l 174 16 0' PRESTRESSED M4 (2) 1 NR 1 2% 1% 163 311 19.4 IB 0' PRESTRESSED (2)5 (2)5 I NR 224 124 131 IN 20 0 Ili PRESTRESSED (2) 5 (2) 9 NR 201 201 122 231 ?F- 20.0' PRESTRESSED 0)S (2)5 NR IT m an INS 210 20-B' PRE61R:89ED (215 (3)5 NR 64 64 I6'D as 14.0- U-B' 1 PRESTREB%D 1 rvs (2)D RR 52 07 a4 163 rx PVI.Runlrluxuai ISSUE No. 2 REINFORCING SCHEDULE &LOAF CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE UNTELS LINTEL LENGTH CLEAR SPAN UNTIL TYPE LINTEL EL STEEL GRAVITY CAPACITY (CAL (Im GRAVITY CAPAVTT IRS]- (IA1 Uri CAPACITY CAL (Im UPLIFT CAPACITY (Im (2A) BOTTOM BAR TOP 5AR 0 6 -CASTm 11.1.1'-1' FROMM KUn (2)2 See bmm IEEE( 41-l' 1'-8' CAST M n (1) •7 4161 10000 alUe Emit 46' '- 3'-1' PRECAST 0) 12 O3211 1161 66M bemt 4'-e' 314' nNoSIST M1 I'll 1944 U14 6049 Once 5'-4- 4'-0' PRECAST (2)9 All 4iln 6437 4421 TNT t-0' 1 d'-6' PRECAST (2)9 ( 3923. Bolo Saw 543E V-4 1 5 0' PRECAST )v (U2 4115 2%2 44I1 6-6' 5-2' PRECAST ( " A) I ) (1 2 393E SHISN3 3834 a80 4BI 61_16. 5-4' PRECAST (U2 3119 311E %53 3019 11. 1-2' PRECAST M-4 (2)•4 f2)2 290 29IT 8e6o 306E 1E' 6-4' FRECA9T (2Y4 (U7 P% 1T% 931 I B'-V 6'-B' CAST (U•4 (2)2 15BI 2%I 1154 1101 B'-4' l'-0' FRECA9i (U"4 (1)-1 139E 23% 160E 260E 9'-4' 810' PRECAST (2)4 (2)IT Bob loss 123E 203E I0'-b' 9'-1' PRECA4i (2)4 (U2 I611 ISM %1 0% II-4' b'-V PRECAST (1)5 (1)9 4E5 1485 1% B04 110' 0'-8" PRECAST '2) 5 (2)3 Be 133E 634 12 -6. II 1' RE PG4ui '?15 p51 1151 636 o p9n8 13-4' p 0' ( PRECAST (D5 lll5 144 1144 666 p9 14-0' I2 B' 1 PRECAST (U5 (2) IS 1 me 48b 012 14-S' 13-0' 1 FRE5TR520 (Y•d (U2 14M 141E 45I 9l2 15 4' 1 V PRESTRESSED (11"4 (3) 2 091 10 WIT Il-4' 16 m' PRESTRESSED (2J"d (ID2 983 993 Via 6Wa 641 41 ls-4' 180' FTESTRE%ED (U5 (2)9 lot 7 260 513 20-0 188' PRESTRESSED Me (2)5 12S I9 243 419 30-m' PR98TR:SSED -FREBiR:%ED 0)5 all 635 ?B 40 11-0' 10'-8' (2) a (VIE all 2 394 14'-0' as-B' FREBttESSED (U5 IS 1 48I kt 330 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 20" COMPOSITE LINTELS LINTEL LENGTH LEA CLEAR LINTEL TYPE LINTEL STEEL GRAV!iT OAPAOItt VAL (IAU GRAVITY CAPACITY (IAL (TAU MLPT CAPAGRY ORAL (IAU URFT GAPAGITT Rim (]A) BOTIGM BAR TOP BAR PRECAST (2) 2 3-6' T-7' PRECAST MU Mn 1b46 1=0 10067E Olson, 2'-8' PRECAST (2)2 O)l 5•so3 10moo 1001E 10009 4-1.3-2' PRECAST IN (2)2 442 1t o 5641 10000 4 e 3-V PRECAST (2)2 7722 3I% 18bB ImCI 5 4 4-0' PRECAST (215 (712 6231M. IN1 Mo 610' 4-6' PRECAST (U5 (U2 5016 aim 4661 Si44 6 4' 5.0' PRECAST M'1 0) b151 6152 9861 941 6-V S-V PRECAST 02'4 (1)2 beta. 625E --ii 6515 5.4' PRECAST f]1.4 (] 2 566 581E SAL 6114 ld V_V PRECAST S)4 ) 4312 430 163b 4509 l E' 6'-4' 1'REGABT (2)4 4m93 AGES 1506 4282 6' B' PRECAST IV 4 M n 3130 3130 ?718 3889 -1. PRECAST (2)4 ! 2 342E 3420 2078 nv 9'-4' 1'-1. PRECA67 (2)-4 1134 111 1600 28M m'-11 V-a' FfEG497 Rl'4 (U2 1111 2111 633 1389 II'-4' 10'-0' PREOA57 Ms O is 1954 H64 1031 not p'-l' 10'-B` PRECAST ()5 (2et n19 ITS SO I828 2'-6' 11'-2' FRCAF (2) E, (2)5 __ 1661 1661 820 1101 13'-4' ISO RECAST (2)5 (2)5 1501 Sol 713 1414 V 11'18' PRECAST C)5 (2)5 13M SIR Its 6 D23 14 -8' 13-4' PRESTR5ED (2)4 (D2 ma loss Sol 1131 15.4' 14.0' PESRRESSED (e)4 (92 1114 1174 536 00 I1-4 Ib -1 FREsiFE 0) `4 (2)2 133E 133E 411 824 19.4 B-0' PRE9iRE MS MIS 1053 3 334 6 % 30-0' l64 FRbTRESSED (2)5 f215 575 1 ele 31? 61 2I4' 20-l` FRSTRE65ED !U5 051 %1 3l3 5 21 .0' 1t-B FRE5TRE%ED MIS Q)9 19I T9l 351 501 24.0' 31-0' PRE5TRE95ED lU5 659 1 69 215 415 TABI E N 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LEWIS CLEAR SPAN LINTEL TYPE LINTEL STEEL - BOttOM BAR r01+BAR GRAVITY CAPACITY (lAL (I!%I GR4Ntt CAPACITY (IAL (U5U URPR CAPACITY flAl llAJ UPLIFT CAPACITY (IAL 11YSU - 1-6' 1 PRECAST D q ROSS, 1SOmm 1000E V.I. 1'-1. PRECAST (2)"1 ( 9 SaW 10tm9 ImOme Tom FRECAST () 2 f q SUSS mmmm Saw local 4'b' 3'-1' PRECAST (2)9 (2) 5014 10009 OECD 1090E 4' V 3 4' PRECAST (2) 2 (2 *53 I0e t son W0¢e SL4' a V PRECAST (2)5 !3) l6% 106m0 1051 1000E 5'-Im" 4-6' PRECAST (a)5 ] 62BI Tom ties 1000E 11.1.5.0' FQ9CA5T e2)4 lUR Sir Io00E 4154 945E 6 6' 5' -T P CAST (UAL !7) %B9 100m0 'Hal Sol 6-B V-4- PRECAST (UAL f3 6114 9491 4231 841E b6' 6'-1' PRECAST (ON lUet 813E 641E 3242 6471 Twat V'A PECAET WIWI fU 593E 6224 3085 6k3 El B'-0' VHV P CAST W% 5%1 tool 1303 am tb0' MG45T (UAL r1 4831 401 2551 503E V-4' B'-l' FREGA9i (L4 (3 311E SITS 1901 Vag 9'-2' 46MT IV% f2 2511 2931 ID20 W25 I1-4- b'-0' FR:C45T Ms f 153 1553 1119 2604 11'-l' m'-e' L46T MR ( 2305 not, 1123 2251 11'-6' II' -T RECAST n)S (2 2141 2141 1=2 1099 13'-4' 11'-0' FRECAST G)5 ( 016 191E %I 1811 14'-1 p 8' CAST O) 5 ( Mis ITS 181 162 14'-B 13.4' PIE9IRE%ED 111% 134E 134E 653 1283 15-4 14.0' PE5rRE0%D CUM E 1 21% 596 ills I1'-4 16-0' FRESiRE%ED 0)% (] li k50 664 9B 10'-0' FRESTRVEED f215 ( 191E 00 all l35 20 0 Is 4. PE6iRE66ED (1)5 (] p Its 341 606 11'-4' 10-0' Flasel D f1)5 m61 304 601 11' 0' 10'-e' PRE5 SEED f715 (] 994 185 %5 16 0' PS-8' PRESTRESSED (2)5 (P B34 d 239 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR 5P4N LINTEL TYPE LINTEL STEEL GRAVITY CAPACll (CAL (Au GRAVITY LAPACM (IAL (TAU UPLIFT CAPACITY (IAL Om UPLIFT CAPACITY (IAL Um BOTTOM BAR TOP BAR 21-b'PRECAST 1)I2 (2)2 GOOD Eato 5AW 1086@ 3-1.2-T PREOAOT (2)2 ) tool 10m90 m000 If20t d 0 2' -V FRECAST M 2 (2)1 1516 OECD, GOING 1010E 4 6' 3'-2' PRESCASIT (2) 11 (2)1 6001 1009E oem Wool 4 B' 3-4 RECAST (2) 1? (2)1 5503 OECD wee, le se 6-4' 41 PRECAST (2) IS (2) IS 90'I1 10tee 836E 10000 PRECAST (2)S (U2 TEST l� Sets ISi 64' 5.0' PRECAST (U'a ft)2 m8.@l local 5641 Woom) 611 5'-1. PRECAST (2)4 (2)1 10000 met, Etta Im000. 6.11 11.1.PRECAST Mal (2) 2 Boas IGa99 5011 bm0t I6' 1 6-1' 1 PRECAST I(2)'4 (2) `2 140E Star SEWS law 11-B. b a' PRECAUM M-4 (2)2 1054 916E 3662 137E 8 0 b B' PRECAST 121-4 (2)2 6415 l8o1 M28 6661 PRECAST M-4 (U2 5864 Son SCSI See 9 4 B'-0' PRECAST (U'4 (2)2 4561 506E 235E 41a5 10 6 9 2' PRECAST M-4 (2)2 ? 35 s 3041 621 %63 11 .4 Im 0' PRECAST (D5 f3J5 329 0 3]90 61I 309E !1 0 10 B' PRECAST (2)5 ( 293E Ba6 2133 p-6 II 1 PRECAST (D5 (2)5 210 210 oil 2495 13.4 12 0' I PRECAST (v o, (2) 5 146 24% 1041 116E 14.E I? B' PRECAST (U5 (2)5 224 SET 1 lsd1 I4 B 5-4' PRRE55ED E61 (UAL ) 7811 Mil tte 1431 15.4 W-0' PRESTRESSED (2)'4 (2)19 ?616 .28E 60 012 n: 16'-m' PRE6IRESSED M-4 (2)2 2073 Sao Bk V0 9 18 0' PRESTTEfi D ? 5 (U 5 00l k 1 ALB 018 20 0 IB-e' PRE811ES6ED e2)5 IV mb % 3e5 IB 114' 10-0' PRESTRESSED (2)5 f7J5 lam 338 b69 22 m e' FREfi1RES8ED (315 f7J5 933 3 6 ??'-B' PRESTRESSED (2)5 fU5 m4 'ml4 186 bT TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS ARMS, LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL PLAN GRAVITY CAPACITY GRAVITY CAPACITY (UAL rIAU Glsi CAPACITY (UAL (U51 UPLIFT CAPACITY (Im Om UPLIFT CAPACITY (IAL (M acriOM BAR TOP BAR 6 (?) 2 3 6' 3'-2' PRECAST !2)2 f l W3 106E 065 248E 248E 40 2-e PRECAST (2)a (2)2 1IN 1425 IA5 last E63 4-b 11.1.PRECAST ) ) 015 1151 151 last use 4 B' 3 4- PRECAST (2)2 ID2 8m, 081 "I 139E 13% 5 4- 4-0' PRECAST (2)5 (U2 Sao no V0 114 1114 510 4-6' PRECAST IV IS (2)2 5ll Son Sm 9% 066 b 4 5'-0' PRECAST )-4 R)2 494 1 11 141 ITS E61 11- 6 5-11PRECAST M-4 Mn 416 lit 115 Too Mo b-8 5 4 FFECASi )4 458 69a 693 6B9 TV 1.6- b-2' CAST 14 (2)2 1 381 586 Bob WS 661 1-6' 6L.41PRECAST (' (U2 315 %B %0 459 f. 641 B-V 6-S' PRECAST ( (2)S 353 536 Bob 02 600 al 1.0 PRECAST (U2 334 507 501 '411 516 9.4 B-0' PRECAST (U2 aBb 435 435 316 4% 10.E 9 2' CAST f3)2 ]45 311 372 239 as 111=41 10 TV PRECAST (2) (11 IS 1 216 345 345 Se 338 11.E 10-B' PRECAST f3Is 10? 202 IN ITS Mp'-6' II'-1' FRECASi Oell n I BIT 243 243 BT 238 W-4' T-O' FRECA9i 1) 51 Iv 193 Lit' S9 4.0 I?'-B' LAST (1)5 160 I61 b9. 1 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR. HEADER LINTEL UNGIR CLEAR SPAN LINTEL TYPE. LINTEL STEEL UNFILLED GRAVITY CAPACITY GRAVITY GAPAGITT flm(tli GRAVITY .CAPACITY (IALfiAU UPLIFT CAPAGTY (IAL(IPN UPLIFT CAPACITY l am BCrTGH1 BAR TOPBAR 31-0' a- It 1i k 69 4'-0' V-V CA57 (DAL (2)7 151 1425 1425 I1 Sol 441 T-10' Fill IV IS 0)s CAP we 1320 Ills HIS 4'-4' 3'-0' i (112 !U2 %3 p3o Inc 159E 5% 44 -1 i. III IS ISM alb bet 139E 19% 5-B' 4'.4" PROMST (2)5 5% 846 566 boat 111 I-0' 5'-4' PRECA67 (U •4 4% fits 6S3 680 Too 1- ' 6'4 FRECABT (VAT 15 *5 also 499 641 B'-B' 1'-4' PREG40T f2)4 sit 40E 450 315 but PRECAST M-4 1t3 45 II5 191 412 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-05, 32. MINIMUM 11450NRY UNIT STRENGTH: FM 150E Ili 33, MORTAR SHALL. BE TYPE S. 4. '5TRMCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF S' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE! RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5714 EDITION (2014), SECTION 2104.1.ET (1) #5 CONTINUOUS (1) #5 CONTINUOUS 'I6 8'X16' KNOCKOUT BLOCK 'g 513. 8'X16' KNOCKOUT BLOCK • •4• } PLACED FlELD) • � A ono PSI cRour PLACED : f4: IN FIELD) : to TOP BARS: 'ram , Il1RC TOP BARS: (� •' :�•' SEE SCHEDULE :y SEE SCHEDULE - (1) #5 CONTINUOUS (1) #5 CONTINUOUS r` r'l • 32" STIRRUPS AT 4'-0" cc : (11ED OR WELDED) ; J/32- STIRRUPS AT 4'-0- cc OR WELDED) jn AUD .f' (TIED BOTTOM BAR r BOTTOM BARS SEE SCHEDULE (PRECAST) SEE - SCHEDULE 8/16-S-(1) #5/(1) '#5 PRECAST (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270kal PRESTRESSED CABLE 8/16-S-(1) #5A1) #5 PRESTRESSED vin fie• all ,'.. P. SO e•.;' a11t0 Lim 31L. 8/16-S-(1) #5/0) #5 SABLE No 6 REINFORCING SCHEDULE Se LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X &' COMPOSITE LINTELS LINTEL LE67H CLEAR SPAN LNTEL TYPE Lil STEEL BOTTOM OUR Top eAP GRAVITY CAPACITY (DALlIAu GRAVITY .CAPACITY (IAL(IAU UPLIFT CAPACITY (IAL(Im UPLIFT GAPAGITT (mLl)TW 1 6' i (2 (1 2 01t0 1000E 10Cm0 Im200 3 b 1 7' hTEL40i R12 Intel. COX IEEmm Immmm 4.M 1-8 CABi (112 (112 9113 I01m0 100m0 441 3.2. PRECAST C)l (11R 6540 1090E loom 000E 4 8 3.4 PRECAST 0)2 (3)2 6364 m0t0 It001 imal 4'-0' FMCA5T 0)5 (1)2 Row mm 5M bolo 5Ili 4'-6' PRECAST (2) is (2)2 na 1001/ IB16 000m 8 4". '- CASs (2)4 lU2 al =W son mow -TT-0 5'-2' RECAST (2)N r1 2 bol meet 6155 Wool 11.1. 5 4' PRCASS (2)4 (2)2 1001E 000E 5011 WOM -t 6 VRI 1 FRECA IT (2) 4 (2)2 %01 k009 4455 al l8 6-4 FRECA9T (1)•4 (2) 12 Bn1 blm0 4740 Nil ITS. 6-B PRECAST (314 (2)2 163E 1000E 3853 1121 a-d' l-0 PRECAST R)4 (212 61% 10000 350 701 9-d' B-0' CAST (2)4 (2 2 52M bVG 2121 5501 m 6 SR F5ING46T (2 2 J 4l% 5093 1094 42 114 Ill' C i A$ e2)5 5 4R1 4111 n63 3593 p 0 108 'PRECAST IV (D5 ev S (U5 3A2 649 3n0 b 11 1 PRECAST (Ve 3411 3412 M NII a099 1 B 4 11t"' PRECAST (115 e215 1955 193E pie _ 351E H O p 8' PRECAST (1)5 (U 5 1t31 7131 1 Me I 226E K-B' S'-4' PRESTRESSED eV (!2 3131 3731 49 148A 15 d' N'-0' PRESTRESSED (?14 f7J5 2945 394E 633 055. IT-4 ' SLID FlagellantED (UAL _ (2) `2 pal 118E 31 lot194 IB-0' PRE91R%ED 121E (115 IBD 1813 426 944 10.E 0 B' PRATRRmSF lU5 (1)5 16 l 1 21-4 20.V PRE61TESNED R)5 23 m' 3t-B' PRESTRESSED64 24 0' 21 R. PRISTREve 1fD 5 (1) 5 Hill1141 114 5 TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14" COMPOSITE LINTELS LN1EI. u seeN. CLEAR SPAN .6 LNTELTYPE UNREL STEEL GRANTY CAPACITY (Ol elm GRNITY CAPACITY elm i AJ W'LIR CAPACITY (IAL r1AU UPLIFT CAPACITY em (2A1. BOTTOM BAR TOP BAR Tw1i Once 00 S14. 1'-1' CAST !1)2 1 5014 bOZm Ioo00 IOo� CAST (2)2 eVI SIR 100m9 144E m0m0 S-z' PRECAST (U2 (2)a 2147 roil 56p 821E 4 e 34' PIRC. T (2)2 ev2 2519 6231 660 nib 5-0 4.1' OAST (2)5 fa12 4111 4-11 SUSS 483E IF'.4'-6' PREGA9T (2)B T2) 1 3444 264 Son, 3%5 6.4' S'-0' FRECABT (U'4 (2).2 303E 303E San 3211 6 V S'-3' PRECAST (2)4 ZEN 2881 23W Ni 6 B 5'-4' -PRECAST (U 4 2 2133 213E ]n 2815 I 6'-]' PRECAST (?)4 (3)2 2193. 2193 n19 3303 s 1-8 6'-4' i /1)4 21¢6 110E 1645 nin e 0 6'-0' CARP (UAL IY1 I%r AN 205E b-4' T-0' PRECAST GUM INS 1829 1963 191E 9.4 8-m CAST (7)4 (2)2 BIT 15n 1054 691 b-b' 9 2' CAST (2)4 ()2 1265 1265 son 024 II.4' 0.0' CART (U5 113E 113E BIB IBI p -l' m-B' PRECAST (2)$ f1)9 mot 04l SSA met II'-2' LAST (3)$ 5 %B 9% 541 an p'-0' FISCAST Milt ()5 9t2 4b5 995 K'-0' p'-B' PRECAST (U5 !1)9 841 841 4N 85B TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL B`'-'TH CLEAR SPAN UNITES. TYPE LAPEL STEEL BOTTq'I EAR Tea aAR GRAVITY CAPACITY (0m. (Im GRAVITY CAPACITY fli (Im UPLIFT CAPACITY (IAL (Au UPLIFT CAPACITY Ol Cm 3.8 1'4 T 5 0 919E lime 4`1' I'll' PRECAST OUR 21)2 3" woo 144E 0001 4-Y V-m' PRECAST f112 1D2 �YU2 S3E6 e'a56 6143 1 4.4' 3'-0' PRECAST (U2 %000 Smi, 6139 66 4. 3'-4' CAST ¢)2 ;1)2 R 6231 5150 171E 11.1. W.I. CAST R)9 ! 1 914 3B0 3211 m42 6 B b-4' T fU •4 - 213E 2135 77M II l.B S-A PRECAST fD •4 21 240 VIS B-B V4' PRECAST fL4 Wan 1110 1241 ❑95 9 I, 8 4' PRECAST (UAL ? 2 516 163E 9r4 USES 21 BMCH 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 ��moo�vvOJ SUHDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL. 1722 )MOO-01 PROJECT#: R5025.034/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT] STATE OF FLORIDA 'i•E: 4/25/19 CAT :1/4"-1'-0" SHEET 3. 1 or SQ.FT. CALC.'S 15T FLR. LIVING 1,122 SQ. FT. TOTAL LIVING ENTRY GARAGE 1,122 34 432 SQ, FT, 50. FT. SQ. FT, TOTAL PATIO 2,188 IS SQ. FT. SQ. FT. CUBIC VOLUME LIVING 15311 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS v-8, .5RS........ LOAD Bps. WALL NON-5FZ 3. WALL COLFONENT AND CLADDM WIND LOADS BASD WIND EXPOSURE FOR 3 SECOND OUSTS CALL # SOUARE WIN./DR DE810NATION WINI SIZE ZONE 160 MPH WIND FOOTAGIE WIDTH HEIGHT 1 11 25-SH 38, (03, 4 3231/-42b2 EGRESS 2 20 3066 DR 36' 80' 4 301o4/-30b4 3 112 1611-01 1-01 192' 84' 5 26.09/-44.03 OHX 4 11 25-SH 38, (03, 4 3231/42L2 EGRESS 25-SH 5 Il EGRESS 38' 63' 5 30b4/ 56.18 25-5H 6 11 EGRESS 38, (03, 4 3231/-42.62 1 34 (2) 25-51-1 16' (03, 4 2930/4982 8 42 5068 SGD 14' 80' 5 28.14/-51.09 9 11 25-SH EGRESS 36, 63' 4 3231/-42b2 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA50=124 MPH 5. INTERNAL PRESSURE COEFFICENT=« .I8 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, BTH ED, (2014) ALLOWS THESE PRESSURES TO 5E MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. DBL i FLA• m • 16' O.G. ME) CABINET SECTION 13M1 r.1— 2/0'-4" 13'-8" 4'-11" 15'-3" g'-1" 1'-4" 3'-5" Bh OPATIO O (2)25-SH 6 5 5068 SGD ■ -�-■ ■ ----■ ■ ■ ■ ■ EGRESS S EGRESS ■ ■--rW-■ —■ ■ HB. I I R/T C N DINING I ■ `" ■ 8'-a' GLG. ' m I GREAT ROOM- I- 8'.8' CLG OWNER'S SUITE It 12'-6'xl1'-5' I 4 8'-a' CLG. ■ 71-01,I 5' (o" 3'-2" 4'-2" 4'-10" 8'-10" n n _ _ I_0il SINK I m ■ ; KITCHEN R/T I C s 24 N E'-8' CLG. Y-0 I C 5F. m O RE 0. BATH R/7 v 12' SHELF i 0 Foo -6' CLG. IK W.I.C. ^ ■ __-- 3-SH ------- �.,c„ � a'-8 GLG. , HE ® 8' AF . !+ A+ I, a 9 O S'-6" 5'-6' _ _ v ` Q - i-�-OP� irr- � 7- j i L � ii 1 ■ Lu ! BEDROOM 2 @ D. u BEDROOM 4 L-- ----' ■ ! 12'-4'x10'-I' 5-0 BF. i 1 114'-4" 3'-1" 2'-4" a) 6l — 3-0 L4_ � O `� IR-ISH °^ m �. � `� ■ � � M.T. - BATH 1 r a'-8' CLG. ti� I OCI I Q ' ■ Q ■ 1'-2'-4l 4-10 '4' 5'-5" 4W�u 61 r- ip 0 4 ® II FOYER 22x36 — ATTIC %� CLG. BOLLARD ACCESS) ■ R 6 ' HEAD ® 6'-8' 9 AFF. � r 5'-10" '-8" 2'- a' 5'-6° 21'-O" 6' BEDROOM 3 — — — — c R/7 N 0-0"XIV-1' I ELECTRICAL ■ Ti N PANEL I PAD -OUT 2-CAR GARAGE I� ■ --- low 20'-O'x2O'-O' M.T. V-a' GLG, O O STRUCK BLOCK I Nt 6 GARAGE WALL ■ ■ ■ ■ EN RY an HE. = EG SS 2:0 ■ m y O I6'-O' X T-0' OHGD li ■-■'■-•------------------- ■■.' ■ BM 2'-4" 2'-4" 2'-S" 16'-O" 2'-8" I'- 4'-8" 21'-4" _4 40' -0" � ff it I SCALE: 1/4 = I'-0' 'ELEVATION A' REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY BOCC 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 �I"IIIII'� �mo00�o0m� E 8 0 O L SUBDIV. & LOOT: OAKLAND LAKE (LOT #34) MODEL. 1722 moo—o1 PROJECT#: R5025.034/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 4/25/19 : 1/4"=1'— 0" r OF 12 SCORED LINE (TYP)- 0'-S" BRGz. HGT.h 12 'Z —I V _Vu 711N. rLT-,.h J - FRO`NT ELEVATION SCALE: 1/4 = r-0' ELEVATION "A° SHINGLES (TYP.) -0" S'-S" BRCz HGiT . 6'-5" HDR. HG,T TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYP) SCORED LINE (TYP) 00'-0" FIN. FLR. OFF -RIDGE VENT 8'-8° BRCS. HCxT. 1 0 6'-8 HDR. HCxT. _—_—_—_—_-------_ 1'-0 S'-S" BRCz. HCsT.h (o'-&" HDR. HC,T.h 0'-0" FIN. FLfR.h OFF -RIDGE VENT SHINGLES OFF -RIDGE VENT ATTIC VENT CALCS EA OF ATTIC 2180SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 7.27 SUT. REQUIRED VENTILATION AREA (7.27 x 144) 1,046.4 SUN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 1,046.4) 5232 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SUN./LF TOTAL # OF VENTS REQUIRED 4.55 TOTAL # OF VENTS PROVIDED 5 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 523 SUM. REQUIRED LF OF SOFFIT VENTILATION 45 LF PROVIDED LF OF SOFFIT VENTILATION 160 LF 12 � t5 RE7L`TlN SCALE: 114 = r-0' ELEVATION "AI' ----------------------- TEXTURED CEMENTIOUS COATING PER (A5TM C926) (TYP) D 0'-0" FIN. FLR. LEFT lLE TlN SCALE: 1/4 = I'-0" ELEVATION I1A1 I 8'-8" BRCx. HCsT.h 1'-0" 6'-8" HDR. NCaT.h _—_—_-----_- 0'-0" FIN. FLR.h OFF -RIDGE VENT OFF -RIDGE VENT 12 5 a - �- -0" FIN. FLR. 8'-S" BRCa. HG7, -0° - — - — - — - — - — - — - — - — - — - — - — - — - TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) o0'-0" FIN. FLR. IRl HT ELEVATION N SCALE: 1/4 = I'-0' ELEVATION °A" -8" BRCS. HGzT -8" HDR. HCsT. TEXTURED CEMENTIOU5 COATING PER (ASTM C92(b) (TYP) 0'-0" FIN. FLR. REVIEWED FOR • h -r P' LUCIE COUNTY •':'. A R C H I T E C T S Design Gro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 lIkkt .79 11111111111 l ��ommvm000mJ E E C 77 SUBDIV. & =T-) OAKLAND LAKE (LOT #34) MODEL: 1722 moo—o1 PROJECT#: R5025.034/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLOR DDA ATE: 4/25/19 SCALE: 1 /4"=1' — 0" SKEET 5 OF U C ll* �� E D jl� 7 T J jl CONTROL DATE: m i-01-15 O T E C I-11t1 O R SCHEDULE ssA mi {� ®,¶a ry'r 1llII SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 145m HTA 16-I6 1400 (V 10d x I a" 1-PLY, (6) Ibd 2-PLY, (U5P: (10) 106 X I In' - NO 1I OPTION) l2) META-16 1985 (2) HTA 16-08 281 <I0) 10d x 12'-PLY, (U8P= (10J 10d x I/2") 19mm 04) Ibd ZPLY (U6P, NO Ibd OPTION) HETA-16 1810 HTA 16 1615 (91 Imd x I In' -PLY, (6) 16d 2-PLT USP: (10) Imd x 112', NO Ibd OPTION HETA-20 IBIO HTA 20 1615 (9) I06 x I in. HPLY, (BJ Ibd 2-PLY USP: (10) led x 112', NO Ibd OPTION } (2) HETA-20 2035 (2) HT4-20 3110 (10) 10d x 1 12' I -PLY U6P: (10) led x 112' — 2500 (2) Ibd 2-PIT (USP: NO Ibd OPTION) Z 0 LST-2 215m LU IT-2 1915 (7) - I/4' x 2 1/4- TITEN, 2 PLY (USP: ELK (5) I/4' LE, WOOD (16) 106 N DETAL-20 24W NO USP CONVERSION FOR 51MP60N DETAL-20 0S) - 10d x 112, I PLY MGT 39b5 MUGT 1 40= (I) 5/6' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (22) 10d TO WOOD (U5P: (28) Imd TO WOOD) HGT-2 109Bm HUGT-2 bass (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD lB) 1I HGT-3 . 1m530 HUG7-3 9365 (2) 3/4' A.T.R. IN NtGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 106 TO WOOD (U5P: WOOD (B) Imd) LG73-SD52.5 3265 LUS7-5 5330 M) 506 I14.4 12' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD 02) W525J LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x 1.12' (U6P, (10) IOd x 1 1/2' VGT 494m NO USP CONVERSION FOR 61MPSCN IT (V 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06)-51CS 1/4'X3' TO WOOD (2) VGT 7185 NO U5P CONVERSION FOR 51MP5CN (2) VGT) (2) 5/8" A.LR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 I/4'X3" / 2 PLY MTS-12 1000 MTW 12 1585 n4) 1Od x 1 1/2' lUSP: (14) led X 112, (14) 10d) HT6-16 1150 HTW 16 1660 (I6) 106 x I In. (IU6P: (6) 106 x I In', (16) 10d) HT6-20 1450 PTA 20 2045 (24) 10d x 1 1/2' 1I15P: (24) led x 1 11, (20) 10d) HTS-24 1450 PTA 24 2e45 (24) 10d x I In' (USP: (24) Imd x I a% nO) 106) L5TA-12 . 925 L5TA a 910 (10) 10d U6P: (Im) 10d L8TA-18 .+ 1235 LSTA IB 1360 (14) 106 USP: (14) led MSTA-18 +. 1315 M57A-0 IBIS (14) Imd U8P. 04) led N M5TA-24 ++ 1640 MSTA-24 1750 (18) 10d UbP: (18) 10d M67A-30 ++ 2050 ME7A-30 2140 (22)1Od U5P: (22)10d MSTA-36 2050 M5TA-36 2525 _126J 10d USP: (26)Imd 1— M6T-36 3800 KSTI 236 SOSO (36) 10d x I In' USP; (36) led x 1 1/2' N MST-45 5065 KTS1 248 4250 (4B) 106 x I In' U6P: (48) 10d x I a- H6 9S0 LFTA 6 1595 (6) 8d TO PLATES, (a) ed TO STUDS (I (I6) Bd x 1 1/2', (I6) W) $P4 B85 SIFT 4 945 (b) 106 x 112' TO 5TUD5 USP: (6) 1Od x 11/2' TO STUDS A34 355 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x I a- TO POST. U8P (4) Sd x I In' TO BEAM, (4) 8d x I In' TO POST. HOP] 645 HHCP 2 1010 (12) IOd x I In. U5P: (10) led x I In' TO TRUSS, (10) Imd X I In' TO PLATE HIOA IB40 RT 16A 21W (10) led x 1 VV USP (5) 106 x 1 In' TO TRUSS, (8) led X 1 VT TO PLATE VGT 4 HOU4 4565 PHD 4A 4535 /lb)-6D5 I/4'x3' TO WOOD, (10)-6D6 I1 1/2' W/ THREADED ROD, (2) NUT5/WA6HER/2 PLY U5P: 5/B' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT < ND1B 494m TDX 10 5110 (I6 )-BD6 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/145HER2PLY 1 1/8" ATR MIN. T EM15W SET IN HIGH STRENGTH EPDXY (4) I/V THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 6/& A.TR IN HIGH STRENGTH EPDXY, (MIN. T` EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 15815 (I) 5/5' A.T.R IN HIGH STRENGTH EPDXY, MIN. 1' EMBED,) IN GONG, (12)166 TO WOOD U5P: SAME AS SIMPSON (n LT719 .+ 1340 L75 19 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON 0 = C) LT7205 ... 1500 LTS 205 1105 (I) 12' ATR. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBEDJ IN CONIC, (10)IOd TO WOOD U8P: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, 00) 106 x I In', 2-12' HTT4 4AI,5 HTT45 4465 (U 5/B' A.T.R IN HIGH STRENGTH EPDXY (MIN. V EMBED) IN CONO, (18) 6DF0 X I In' NSP. (20) Ibd X 2-1/T) N9P PAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x I-12', (20) Ibd x 2 I/2' z Q HI 5090 HTT45 6430 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. Y EMBED,) IN CONIC, (26) 166 X 2 In' (LISP, (20) 16d X 2-1/24 1 HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x -12', (20) Ibd x 2 In' HHDOII-SIDS 25, 11010 UPHD II 12090 11) P A.T.R. IN HIGH STRENGTH EPDXY, (MIN. Im' EMBED.) IN CONC. (24) SDS Y' x 21$' WOOD SCREWS (USP: Ol) W53 wI OcRI HDTB 6645 TDX 10 1 (U 70 AB. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP, (4) l/8' BOLTS) (n MBHA 356/11.25 3475 5330 NFM35X12U 3165 1130 MP80N: (V 3/4'ATR M HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN DMA. TOP, (U 3/4' APR. IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN C.MU. FACE, (15);Od TO BEAM U6P: (U 12' J-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4- FROM EDGE OF CONC W/ 3/4' CIA IT'J 1RAMSETRED4EAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. III Od AT J015T UP UPFI 0 HU5C412 (WOOD) 3635 2660 (FLR) HIU84121P 3060 2530 (FLR) 0) Ibd TO HEADER, (10) Ibd TO WOOD U5P: SAME AS SIMPSON 3265 (ROOF) 525 (ROOF) Z HUC410 (CMU) IB10 5085 HD410 IF IS05 3115 (18) I/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO. WOOD: (USP: (15) 1/4' x 3' WES SCREWS, 00) led TO WOOD. = HUC210-2 (CMU) 1810 5065 HP210-21F 1905 3175 lIB) 1/4' x 2-3/4" TITEN (9 F'ER FLANGE) TO CMU, 00) led TO WOOD: (USP: (IS) II x 3' W53 SCREWS, 00) Imd TO U:OOD HJC210-3 (OM) 1&10 4000 HD210-31F 1905 3115 (I811/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U6P (IB) 1/4' x 3' W53 SCREWS, (Im) Imd TO AOOD LGU�M26-2-5D5 1430 I S595 NO USP CONVERSION FOR SIMPSON LGUM26-2-9D5 /4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY : SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 51MI�AR EPDXY PRODUCTS OR JSF' - C A ADHESIVE ANCHORING 5T5TEM5. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN T DEEP, THE VERTICAL CELL N GM.U. WALL MOST BE FILLED SOLID w/ GROUP. ++ Imd COMMON N4I1_5 CAN BE SUBSTITUTED WITH 1Od x I In' NAILS IN OON)UNOTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REO'UIRED FOR THIS APPLOATION PROR TO INSTALLATION. V) « MINIMJM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', M:MMUM EMBEDMENT INTO THE FOUNDATION WILL BE I- L I— 0 ATR : 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAT AFFECT CONNECTOR5, THE CONTRACTOR MIDST BE RE6PONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED, WHEN USING S T AINLE65 STEEL CONNECTORS, J5E 5T4INLES5 STEEL FASTENERS. WHEN USING ZMAX / HOG 6ALVAN LED CONNECTORS, USE FA5TENER5 GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MJST HAVE LRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 51MPSON "WOOD CONSTRUCTION CONNECTORS 0-2013' , "HIGH WIND=RESISTANT CONSTRUCTION C-HWOS AND 6NOHORING d F46TENING 5Y5TEM5 FOR CONCRETE e MA50NR" CATALOG O-5A5-2012. EXTERIOR MASONRY WALL BRG. HEIGHTS 0 8'-8' Bias. LOAD BRG.WALL NON-BRG, WALL MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO W-0. UN.O. 4'-11 1/2' "I' -II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 11-411 MIN. FROM 2ND. FLR. LINE A J4 J6 (2) META-16 Ix4 BTM. CHORD BRACING 12' O.C. MAX, SECURED W/ (2) IDd COMMON NAILS 6 EACH CHORD INTERSECTION (TYF) 'PLANROOF FRAMING � 7 7 N J6 (2) META-16 REVIEWED FOR CODE COMPLIANCE 37. LUCIE COUNTY BOCC 1 A R C H IT E C T S Design Group« LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIII'III. �ommv�v�oo� E 18 N N E O SVHDIV. & LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 xxxoo—oi PROJECT#: R5025.034/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 2 D /TIE: 4/25/19 SCALE: 1/4"=1' — o" SHEET 6 0P ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IJ 110V DUPLEX ® RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W1 GROUND FAULT IAzTER (TAMPER RESISTANT CxFI RECEPTACLE TYPE) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED W/ GROUND FAULT ILVCsFI RECEPTACLE M1Efd1PTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED y.� LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED y(�() LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX FMQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ BOX MAF XED A$ SUCH FOR NSPEcNON FLOOD LIGHT DC DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK/ CAT 5 4 GAS OUTLET GRADE PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 12/0 COPPER (CU) N 2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. COMBINATION SERVICE 21 DISCOMJECT SWITCH AND 170, :M) ELECTRIC METER IN I NEMA 3R ENCLOSURE ft J TELEPHONE SERVICE CABLE TELEVISION ENTRANCE EQUIPMENT SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDMG TEF41INAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL 200 AMP ELECTRICAL RISER NOT TO SCALE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: DAHLIA LOAD INFORMATION VA 1722 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5166 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 42,412 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 32,412 VA x (4) 12,965 TOTAL NET GENERAL LOAD 22,965 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 22,985 NET TOTAL HEAT 10,450 TOTAL LOAD A415 CALCULATED LOAD FOR SERVICE 33,415 VA / 240 V= 139.23 200 AMP SERVICE I `\ I DINING �`\ GREAT ROOM I-- - F-- 0 T. T ILL __W J D I COACH LIGHT OWNER'S SUITE F 1 L— —— �� LIGHT 4 SWITCH \ IN ATTIC l� 2-CAR GARAGE ELECTRICAL PLAN SCALE: 1/4 = I'-0" 'ELEVATION A' BEDROOM 4 W/H �I [CC:ONl)],) SPRINKLER METER, CONTROL VERIFY - LOC. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 130CC 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 �II"IIIIII LMo0o=� E 8 E 0 SUBDIV. 8e LOT: OAKLAND LAKE (LOT #34) M0DEI : 1722 XXX00-Ol PROTECT#: R5025.034/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA .TE:-4/25/19 SCALE: 1/4"=l'-O" 1 SHEET 7 OF U Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: haduct Opoft Design Pnaaursa PMftd bbd Mnuheairor alotW NwrAW Product Aprmal Nan Ua0*d of Atlacnme t +32.371-42.62 +5W-60 DP Ply Germ saw 4712 PmP FL 14039.1 a .w,........,..�..,, Q....,. �. �... a,«+.....�. �..a sureon WA +/-75 DP Ply Gem sod"4n* ftro FL 15264.2 N/A w+ ,...►.+�•, » ..+.r«-.e,r. .+«k«... 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No.AR001 7 Theca produuds provide ad"nals, resistance to the Dare: 06/26/18 J 11EVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC A R C H I T E C T S Desin ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �ni unn E 8 E O CU C L SVBDIV. & LOT: OAKLAND LAKE (LOT #34) MO DEL: 1722 )M00-01 PROJECT#: R5025.034/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHfrECT: STATE OF FLORIDA APR 2 6 _4/25/19 /�(C ALE: 1 /4"=1' — O" SHEET OF C) (U 5 REBAR VERTICALLY (U 5 MBAR VERTICALLY W/ CONC. (0 5 MBAR VERTICALLY GONG. W/ CCNC. POURED CELL - (25' MIN LAP) POURED CELL (25'MIN LAP) POURED CELL (25'MN LAP)) - _ R-4J MBUL. MIN. R-4.1 INWL. MR TEXTURED CEMENTIOUS COATING TEXTURED CEMENTIOUS COATING L d. cm W PER (ASTM 0126) ( YP.) - PER (ASTM G926) (TYPJ 0- p a 20 Q - e' cm B' cry i., ' E �a L N - IR' GYP. WL. BD. ro 0 m w - I/1' GYP. WL. BD. 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SLAB OR PAVERS PER (2) 5 REBAR ON CHAIRS BLDS SPECS 1—STORY FOOTING LANAI/ENTRY 1—STORY FOOTING W BLOCK WALL 1B STEP—UP 1—STORY �� AT GARAGE WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS - GARAGE DOOR 3 V2 CCT✓<n FEW UU b'rb' _ Z WAMA U IF OR FEER'EBH ON - ,p 64ML POLY FWLBE VAPOR W BARRIER 0 MLL-COMPACTED ° Q r CLEAN1ER'IIfE iTEATED FILLN • - 3 1/2' CONC., REINF. W/ 6'xb' ° °e ? __- WIAXIMA WUF OR FIBER'ESH ON 6-MIL POLY ETHYLENE VAPOR ° a 3 1/2' CONC. REI F. W/ 6'x6' a a OR rommew ON PAVER BABE BARRIER ON WELL -COMPACTED - > 6-MIL PumAxwIAOLY ETHYLENE14 VAPOR -0' CLEAN TERMITE TREATED FILL BARRIER ON WELL -COMPACTED 5 MBAR ON FOOTING CLEAN TERMITE TREATED FILL W 4' 4 CHAIRS BEYOND z EXTEND FOOTING (1) 9 REBAR ON CHAIRS 4' 4' 6' RECESS FOR PAVERS � GARAGE STEP-UP UNDER PAVERS I .0.(2) 5 REBAR ON CHAIRS NON -BEARING L = Ir!^-m• o GARAGE DOOR FOOTING ecAl, PAVER RECESS �1® ENTRY DOOR c/ SCALE: IR'•I'-0' SEE MAN PF PRODUCT DETAILS FOR REWIRED SIZE AND DEPTI Z OF RECESS FOR SAD. 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I Lommv��oov� SVBDIV. & LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 XXX00-01 PROJECT#: R5025.034/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA o F 4%25/19 /S�CAT : 1/4"=1'-O" 1 SHEET IDI SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/1)2 FOR GABLE NOTE: NOTE: " °EVIEVVSD ' O R X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED 0�- r a i �b�V "a OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. 7o PLUMB JAMB. 'ST fL I'C1 ` LPKRr" Y INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED ❑ 1-1 6TH EDITION (2011) GABLE ROOF TRUSS DO NOT EXCEED � DO N07 EXCEED if 8" CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRU55E5 ' DRYWALL �' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. P.T. Ix4 or i'x4' MIN. (4'-0' O.C. g SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE-- FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR CA51NG SCHEDULE VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR JAMB / WINDOW o0R JAMB / WINDOW OVER 4' 10' HIGH MEMBER w/ l2)12d NAILS 8' FROM TEXTURED CEMENTITIOUS COATING MIN. (ASOVER PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and IS O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH OVER APPROVED ECURE P.T. 2x6 TO BLOCK w/Y' x 9' (1) ' TAPCON (MIN. EMBEDMENT I ') 2-LAYER WATER RE515TANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ 4" or + a") WINDOW TO BLOCK (+3") 8' FROM EACH END and 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT MIN. EMBEDMENT e 32' o.c. MAX) (I) DRIVE PIN, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE' b' DOOR JAMB TO BLOCK (+% or " + 4") DOOR JAMB TO BLOCK (+3") or l SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: I'=r-m' 4E SCALE: I'=I'-m' IS' O.C. MAX w/ 12d NAILS 9 8' O.C. MAX MIN. SHANK SIZE .I45 MIN. HEAD 51ZE 300 W B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 it I TRU55 w/ (2)126 NAILS PLASTIC OR METAL WEEP SCREE - INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE. I' TEXTURED CEMENTITIOU5 or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. ATT OR BLOWN -IN INSULATION SECURE TO BLOCK w/ (I) a' TAPCON C926) OVER CM (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED" ❑ DO NOT EXCEED is (MIN. EMBEDMENT 1 4') 8' FROM EACH 'GYPSUM BOARD OR J' HIGH STRENGTH 8" CMU BLOCK END and 6 18' O.C. MAX 8' CMU BLOCK CEILING BOARD ' DRYWALL ' DRYWALL or DRIVE PIN, 8' FROM EACH END and ONC. FILLED U-BLOCK w/ (1) "5 P.T. 2x 1 BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or iq'x4' MIN. Ix4 or lx2 P.T. NAILER IS' O.C. MAX SINGLE STORY SCALE: 3/d'=I'r0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING: DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT ib 055 (4 WIDE MIN,) MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 if SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW PER MFR'S SPECIFICATIONS EACH END and Q 181 O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEiM INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)TAPCON5 6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or �e 055) END and 6 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT�or 4B SCALE: r=r-m' w/ �' TAPCON MIN. 1 �' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and METHOD PER NAILING SCHEDULE -ENGINEERED ROOF TRU56 a IS' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6') MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 (PER PLAN (R-VALUE PER ENERGY CALC5) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I is SHIM AS NEEDED y y YX TO PLUMB JAMB, SCALE: METAL DRIP EDG 2x6 SUB -BAN 'GYPSUM BOARD OR I' HIGH DO NOT EXCEED' P.T. 2x8: � STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS VENTED ONC. FILLED U-BLOCK w/ #' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH ALUMINUM SOFFIT (I) 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 RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' 055 (4' WIDE MIN.) 70 PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DC NOT EXCEED 4' l2) DRIVE PINS 8' FROM EACH END and ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW DOOR CA51NG IS' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK 51ZE .145 PER MFR'S SPECIFICATIONS " DRYWALL MIN. HEAD 51ZE 300 P.7. Ix4 or i"x4' MIN. Ix4 or Ix2 P.T. NAILER MIN, EMBEDMENT I NOTE: (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY CALLS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.7. (2) 2x4: BE PRECAST OR POURED IN w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (I)' TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and 0 IV O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH TEXTURED CEMENTI710U5 ) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and IS' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or CS26) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 lib") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH ENE) and 8' cM ' P.T. FURRING STRIPS e 16' O.C. 4C IS' O.C. MAX SCALE: r=r-O' THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 AMW/ J' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1 if NOTE' WINDOW TO BLOCK (+3 %6") G SHIM AS NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 7 P.T. (2) 2x6: ° ONCRETE SLAB DO NOT EXCEED' 4 G scALE: r:r-o SECURE TO BLOCK w/ (2)' TAPCON5 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMEN7) 8' CMU BLOCK END and 9 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or UPLIFT UP TO I,IlS lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) pRIVE PINS, 8' FROM EACH ENE) and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING SIMPSON HT520 w/ (10)10d NAILS TO TRUSS 4 9 18' O.C. MAX C2)SINGLE FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) J'X2 J' TAPCON5 INTO BOND BEAM -ENGINEERED MIN. SHANK 51ZE .145 STORY SCALE: 3/d -I -0 DOOR JAMB / WINDOW DOOR CA51NG (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT I if BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR J' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT520 EACH SIDE OF TIRU55 w/I i NOTE: (10) 10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS x P.T. (2) 26: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-57RUCTURAL MEMBER (Ix or 21' 055) (or EQUIVALENT INSTALLED PER MFR'5 SPECS)SECURE TO BLOCK w/ l2) ' TAPCON5 ' EMBEDMENT (MIN. EMBEDMENT I J') 8' FROM EACH I w/ ' TAPCON MIN. BEDMENT INTO BLOCK - -A -0 END and 9 18' O.C.MAX oPENIN4 22° x 30MIN. T PC NS MIN. or �OD CASING AT SIDE WINDOW TO BLOCK (+2 Y") 2" COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS z' APART 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �) MIN. SHANK 51ZE .145 scALE:NiS. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP, 4D TRUSS ANCHOR RETRO-FIT MIN. HEAD 51ZE 300 PER R801.i OF THE FBCR 2017, 6th EDITION BOARD (TYP) SCALE: r=r-o' S SCALE: Vil. MIN. EMBEDMENT 1 if A R C H I T E C T S Design ro u IrLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIII"I ��om0o��vvo� E E P A r SUBDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 XXX00- 01 PROJECT#: R5025.034/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 2 6 ry /\TE: 4/25/19l /SCALE: 1/4"=1'-0" 1 SHEET D2 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 �IIIII"III' o��v�0�oor E 8 'A. AVA'I' W E ^O i svHDiv a� LOT: 0AKLAND LAKE (LOT #34) MODEL: 1722 XXX00-01 PROJECT#: R5025.034/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA PI 4/25/19 'SCALE: 1/4"=1'-O" SHEET D3 REVIEWED FOR CODE COMPLIANCE VTCR of (1)6 EA i' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS o ® — C ECURE 2x(o MIN. TO BLOCK w/ (2)y' x 9' WASHER SE WIG ANCHOR BOLTS w/ 2' B T IN 5IMP50N or USP H STRENGTH EPDXY IMIN. 6' EMBEDMENT) ECURE 2x6 MIN. TO BLOCK w/ (3)' x 9' WASHER SE ANCHOR BOLTS w/ 2' - r -- T IN 6IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' _ EMBEDMENT © o GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'-1'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU i GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. 100128 PRE-ENGINEERED TRUSS BOCC 9' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 106 MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' /-PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 N$' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 N8' METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12' O.C. 3 FNa' BOTTOM CHANNEL (25 GAUGE)BOTTOM CHANNEL TO SLAB w/ loci I' MIN. MASONRY NAIL w/ WASHER 6 32' O.C. MAX. ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' {) 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),' x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � ��saaoemoaog svBDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 XXX00-01 PROJECT#: R5025.034/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA r D,A.TE: 4 /2 5 / 19 l OdALE: 1/4"=1'-0" 1 HEFT D 4 REVIEWED FOR CODE COMPLIANCE PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR 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 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING r:;-JIPE PENETRATION DETAIL_ J SCALE: KT.S. TO TO B' /1 ( I W TO 8' $" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 'a1" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 5" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: rite. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS 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. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 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. (111-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU z 5HEATHI WRB #1 TAPED T, SHEATHING w/ Wi #2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH, METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING wl�!✓ I—t'r i GIB -, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.T.S. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 511DING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: N.TS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 8 6" -s HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL e STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER BUILDING PAPER OR 76 APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO , WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S 4Design GroupLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lvmmomomom& SUBDIV. 8c LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 xxxoo—o1 PROJECT#: R5025.034/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 ATE: 4/25/19 'SCALE: 1/4"=1'-O" SHE�E��T� V V AI 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3" EXTEND 1/2" BELOW 51HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER �7, IA WRAP KICKOUT DETAIL SCALE: N.TS. "�~" nECEIVE I COAT OF 5HER-CRETE -ONGRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 8 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LENID FOAM ("GREAT STUFF" OR SIMILAR) / FLASH OPENING WITH PROTECTO FORM FLASH I 5ELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D I5CONNECT WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PEKE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya" 5EALANT -a JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLA5Hl V A SCALE: N.T.S. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD 5HEATHING- WOOD WRB LAYER #1, �ON5TRUCTION r,6TUCCOWRAP (OR WOOD -APPROVED EQUAL) SHEATHING WRB LAYER #2, WOOD FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU APPROVED EQUAL) $" THICK, 3 COAT CEMENT WOOD FRAMED PLASTER _ WALL ya" TO 7/8" MID -WALL WEEP SCREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREED (FRAME TO FRAME) 7B SCALE: N.T.S. VENT PENETRATION A SCALE: KT.8. WRB LAYER $2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/5" TEXTURED FINISH WOOD FASTEN TO WOOD STRUCTURAL MEMBER 6 1" O.C. MAX %a" TO %" MID -WALL WEEP SCREED -6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING -TEXTURED FINISH e MASONRY HORIZONTAL WEEP SCREE (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY 5EALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4" PAST EACH 51DE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FA5HION TO COMPLETELY COVER THE BOX, WOOD 5HEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 STEP 2 TEXTURED CEMENTITIOU5 COATING PREMANUR PRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL 5IDE5 � DRYER VENT (BLOCK) V 1� SCALE: N.T.S. PER FBC R103.11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF 45TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO l WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R1031.1 / A5TM C-847-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE:NTB. (FRAM CONST) STEP R 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 ��eaaemeo og E 8 O L L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL: 1'722 XXX00- 01 PROJECT#: R5025.034/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCMTECT- STATE OF FLORIDA ATE: 4./2 5 /19 l[bCALE: 1/4"=1'-0" 1 SHE�E��T� VV A2 WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-750 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-lL30 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) II ' ' 6" SELF-ADHEREING FLASHING WRAPPED Q CORNER OF CANTILEVER �P V AMIGO AMG6-WFWC-l50 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. 1 Vt1 SCALE: NTB. FIN15H LAYER (2 LAYER PEEL 4 STICK) 6" PEEL $ STICK @ DRIP EDGE TO DECK I Y'XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK s DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 8 STICK 1 %"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 8 SEALANT a" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51N6 BEAD #*CCOMPONENT5 PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 1'2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHINGf)�� SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 2ll MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 112 I —DECK MEMBRANE, EXTEND OVER DRIP EDGE )3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM CODE COMPLIAN ST. LUCIE COUNT" 2x FRAMING MEMBER BOCC $" THICK, 3 COAT CEMENT PLASTER NOTE: 3, CORNER BEAD FASTENED TO METAL LATH: LATH TO BE SHEATHING -a I" O.C. MAX. .': PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER I: - WRB LAYER 111, 5TUCCOWRAP SQ. YARD (UTILITY OR'.`; (OR APPROVED EQUAL) NOMINAL LATH DOES NOT WOOD SHEATHING MEET SPECIFICATIONS) LMETAL LATH �- - WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 A SC DALEIRP EDGE INSTALLATION 1N.Tb. Y" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y'XI Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 15t LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 8 STICK) WRAPPED FROM BALCONY Y4° GAP FOR SEALANT 8 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) „BALCONY DRIP EDGE INSTALLATION 11 D SCALE:N.TS- =+COMPONENTS PULLED APART FOR CLARITY s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BE VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE �,-,�CORNER BEAD @ FRAME 1 �tl SCALE: N.TS. CORNER BEAD (FASTENER 4 SPACING @ l" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1 �ll 5CALE: KTA COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 -6" SELF ADHERING 4 FLASHING PEEL 8 STICK 1 y2°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 x3" 1" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,/2" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $° THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 112 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W E INSTALLATION L" FLASHING A R C H I T E C T S Deslign ro u pp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nm�mi 'E 8 N E C m L SUBDIV. k LOT: OAKLAND LAKE (LOT #34) MO DEL: 1722 XXX00- 01 PROJECT#: R5025.034/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 2019 3DATE:..4/25/19 SCALE: 1/4"=1'-O" SHEET WA' wr / WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER (0"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW FRAME, NO BAND 13A SCALE: N.TS. WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8° THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYONI WOOD 5HEATHIN WEATHER RE516TIVE BARRIER ' WEATHER RESISTIVE BARRIER ' %" X 1 y" LAP SIDING W/6" REVEA C " SELF -ADHERING FLASHINI STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLA5HINi STUCCO CASING BEAT SIDING TO STUCCO C BLOCK TO FRAME TRANSIT ai-ni e, wlTa WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 %" X I y" LAP 511DING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURE INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %8" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL METAL LATH s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6°SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING { TWRB LAYER #l, 5TUCCOWRAP (OIRAPPROVED EQUAL) WRB LAYER #2, FORTIF15ER j BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LODED 1' THICK, 3 COAT w FOR aRITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8° THICK, 3 COAT CEMENT PLASTER C "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE 13B GFRAME, W BAND ALE: Kip. SELF -ADHERING FLASHING FEATHER RESISTIVE BARRIER #I IEATHER RE515TIVE BARRIER 12 TARTER STRIP PER IANUFACTURER'5 INSTALLATION 6TRUCTION5 SELF -ADHERING FLASHING EALV'D METAL "Z" FLASHING >0 NOT CAULK OR SEAL OPENING FALV'D METAL °Z" FLASHING TUCCO CASING BEAD WOOD CONSTRUCTION BEYOND G " SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF 71' FLASHING 6" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER 11 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 02 SIDING TO STUCCO C FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a ; WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-&47-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER 6 STUCCO TO SIDING TRAN5ITION—� SIDING � Y♦' GAP TYP CASING BEAD TO TRIM WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 SCALE: N?S. !GROSS-SEGiIGN) WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRI3 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK >� WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP x (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER x VIEW FOR CLARITY) CASING BEAD C RAISED BAND FRAME 1 J SCALE: NiS. a GAP TYP TO WINDMETAL LATH A51NG BEAD SEALANT OW `WIRE, LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL WOOD SHEATHING I WINDOW FRAME \--WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6 WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING s " \MEMBER (W//8 FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE & BUILDING WRAP U7SCALE: EZ BEAD WINDOW CASING NJS%Th. 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / Kl" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY 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 8 0 L L SVBDIV. ee LOT: OAKLAND LAKE (LOT #34) MODEL: 1722 moo—o1 PROJECT: R5025.034/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �iTE: 4/25/19 CALF: 1 /4"=1' — 0" SHE�E��T� VV A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED H0U5EWRAP OVER 5HEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 FULL WRAP) SCALE:NTb. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PERM -A -BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL TEMPORARILY^' �'-"'� 5ECURE HOU° "P UNDE FOLD IN AT Jy 5LOPE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLA5HING DO NOT 5EAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W1 INT, EDGE OF 51LL R.O. MECHANICALLY FASTEN FANNED -DGE5. (CAP NAIL5, 5TAPLE5) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLA5HING A5 THE FLASHING AT THE SILL .� r r, r u NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, SEALANTS 8 5ELF-ADHERING FLA5HING MATERIAL5 U5ED DURING CONSTRUCTION. 2. IN5TALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING. 5EALANT5 AND 5ELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. fG INSTALLATION NOTE, MASONRY) SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6" 5ELF-ADHERING OVER VINYL HEAD ,G (WITH END DAM5) NAILING FLANGE EXTEND SELF -ADHERING FLA5HING I' MIN BEYOND JAMB FLASHING IN5TALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR 5LOT5. SUPER 5TRETCH BUTYL FLA5HING STEP 3 L-8" VERT. END DAM5 REQ'D. AT EACH END OF 51LL Ol r I " MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK J5EWRAP DOWN 8 DIAGONAL CUT 4 -EAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN IN5TALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF 51LL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURER5 WR11 IN5TRUCTII APPLY FLASHING C IN5TALL 6" WIDE BACKED FLEXIBLE MATERIAL OVER DRIP \PROTECTO-WRA OR APPROV 3" MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS s") (MIN. THICKNESS e") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 eh S _4LE, NT8 REVIEWED FOR CODE COMPLIANT 3UNl STEP 5 3" MIN. TEXTURED '."EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H IT E C T S Design rou ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �o��voa000� E 8 E O t C O L svBDIV. 8e LOT: OAKLAND LAKE (LOT #34) MODEL. 1722 XXX00-01 PROJECT#: R5025.034/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AM TE:-4/25/19 r SCALE: 1/4"=1'-0"' SHE�E��T� VU A5 W W W W W W W W W W W W W W W 0 Q N J2 J4 J6 N lV a I N I U � I 0 N N v N J6 J4 J2 2, 2' L 2 /47 J4A f7 in GSry > a mJ2 12 —8 4'-8- 21 —4 J2 J4 JO AlIG A10 A6 A5 A4 A3 A2 Al Al At Al At At A2 A3 A4 A!, A7 A8 A9G K4 K5G J6 J4 J2 d ROOF PLAN SCALE: 3/16 = 1'-0" ELEVATION "A" APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-811 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 0 HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 QL LUS24 (D LUS24 (D CONNECTION BY BUILDER FILE �.% REVIEWED O REVIEWED AS NOTED 13 REVISE 8 RESUBMIT O REJECTED/ RESUBMIT 11 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Da Not Authorize Changes to Contract Sum. flaviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all geeriti@es, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction. compatibility of materials and materials coordloation,0 their work with other trades and subcontractors, per ace of work in a safe and satisfactory manner and for complionce with the Contract Documents. s DATE f A. B.Mi N GROUPEWEDBY �z 5. 00P 51 , / 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 & 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 TI TLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered ,#oyings supercede labeling of trusses. It is the responsibility of builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPCNSIBIUTY 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 REWIRED IN SPECIFIC APPLICATIONS SEE "BCSH-B1 Summary Steel COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES• (TH). 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 WITH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. 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 F 4 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelooe) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wlnd Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : !L—R. Brim M BlwWr Si Ena 176051 2590 N. IONGS HIGHWAY FT. PIER(£. FL 34951 (772) 464-4160 O IY Trusses shown on this layout are a component part N of the building and show truss location. S Tz Proper erection, temporary and permanent bracing design S0U'I'jjERN TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings C�MPi1NIES, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 FT,, u n / e 1 -7 CUSTOMER: Plan — 1722 Elegy x,'MF: aAIE DRAWN BM DRAWNG NUMB 3/16"=1-0" 11 /14/2018 dhc 1722—A 4. 4 4 P' g s 4' t 4 4' i� a 49