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HomeMy WebLinkAboutBUILDING SITE PLANd FILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES ° � ° ) 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXXO O - 0 O 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN FORM 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL 1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS i owrl f IH kxTws a n h ®m e s■ CO m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECiTO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT n FREEZING ANNUAL LOAD (mph) effects' CATEGORY` Weathering depth' Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.5S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB 1ST FLIP LIVING 1,833 Sa. FT. • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH TOTAL. LIVING 1,533 50, FT. — VASD = 124 MPH ENTRY 22 $a. FT. RISK CATEGORY II GARAGE 411 5a. FT. • EXPOSURE CATEGORY — EXPOSURE C LANAI 200 SQ. FT. •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,466 SQ. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15,94-1 5a, FT, CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA TUSCAN W LANAI (ELEVATION B) 50'-0" 56'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A:B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. kh -- I j A R C H I T E C T S Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �"III'I"I �000v0ovov� E 8 E O C L SUBDIV. & LOT: 0 AKL,AND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: COVER SHEET 160 MPH EXP. C sllilF ARCHITECT: STATE OF FLORIDA C, S :1/4"=1' 0" E m w O z Z pw m a� Y w3 to 0 f a a� 00 ZZ a� Ul 0 Z lu g(n `y1 MH IMN 3z� o N�¢oB c) CC ¢o = �� xa C3 a�LL =wcmw�- 3 -noz d in EaccmfX 6uPP!wJad 'A;uno:) apnl '1S 61OZ t 0 Ndr GENERAL NOTES 3. 4. 5. 6, 7. 8. 9. 10. 13. 14. 15. 16. IT ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) Al SLEEPING ROOMS 30 A,2, ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS lvSFl 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 IPSFl D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.1 WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT(GCjI) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS f0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND ' THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 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 R312.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING 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 R€SIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LIVED 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 R762.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), GARAGES AND CARPORTS 2, 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS; SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES 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, i INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -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 Y24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 43 4. 5. 6. 7. 8. 9. 10. 11. 12. 13, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY, IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %3 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 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 SIGNEDAND 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 FORSTRUCTURAL CONCRETE IN BUILDINGS, ACI301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVEAMINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3, ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/a'. 4, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILUNG AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED '/:. T PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm=1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONSFOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK THE BED JOINT OF THESTARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN '/. INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION RW6.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FORMASONRY, OR.3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R60011I 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 (11N0). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 30 POUNDS PER CUBIC YARD (0.45 TO 1,78 kg/W) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL - COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.24.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING. BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER Y/,' D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1W T DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017)AND NFPA70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, T 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 MODIFICATIONSAS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. 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.I. 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 ?SQUARE STANDARD CUT WASHERS UNDER HEADSAND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2"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' COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/: 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 7116' OSB EXPOSURE-1 OR 1/7 COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDERS RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I, PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT, 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, IT PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON"-STRONG-TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92,9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEETTHE 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 13% PVC (SCHEDULE 40), INSULATED WITH Y3" AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-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 ASTMC-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 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 I T E C T S Design Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � ��o�0omv�o J SUBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �DA / DATE: 12 /11 /18 SCALE: 1 /4 "=1' - 033 SECURE STRAP TO GONG. W/ (2) 3/1,l TAPCONS SIMPSON WB ROLL STRAP OR EQUAL 3 1/2" T1 ICK� \'SECURE STRAP CONC. SLAB TO UNIT W/ (2) 08xl 1/4SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' STL. POLE ON 1/4'xb' DIA. BASE (2) 1/2'xbA.B. c I�4 1 BOLLARD DETAIL hr e STUDOR } AUTO -VENT I r I 2 4 STUDOR I 3° AUTO -VENT KITCHEN SINKS 1 2 ' I AUTO VENT i i r� I 20 ��2 2'� � �� I 2,1 �� ' WASH LAWS i Y 3 211 2, �2' 2' 2 WC I 3' 4' 3' 3 FN • c.�•.11 EN PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES r-wolorm-M 20'-011 IS'-3" 4 9' S 9'_all 4" `t PAVERS EDGE LINE PAVERS EDGE LINE 24'x24'xl2' CONC. FTG, 0 Q W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' °' COVER (3-TYP) B TYP. D I \ -3 I/2" — ■ ■■ NINE ■■ ■■ ■ ■ ■■ ■ ■ ■ y SHWI2 i � D I D1 i� 31'-9" D1 16 III 18'-3" I � �O/ � I r. C3 I 1/2' CONC., REINFORCED r `� ■ W/ b'xb'-WIA x WI.4 ; �'-'; ■ ON b-MIL POLY ETHYLENE f`-= N p1 VAPOR BARRIER ON TERMITE = all TREATEDWELL-COMPACTED 8 co GLEAN FILL OIL0'-0' FIN. ELEV. m FIN. GONG. SLAB 21'-4" 7 1/2" T-10 1/2" 5' 5" — 14'-3" ■ ,n v 1 N I ■ 1 _�\ � i 3/4' A A/CONDENSATE I Q - LINE a) SINK n I n n . ■ } i-� I' PVC CHASE� ii---- i FOR ELEC, i i I i WN yi A �4 i GOND i `� 1 `----- �� bOX34 '� a I `' i 'SHOWER' EXTEND BOLLA 3 1 m I PAN n SLAB 1 1/2' I ■ 8, -0" 23'-C c0 Di 011 9A -b" RECESS SLAB DI I 1 Dl v .D m m D1 FOR PAVERS 14'-6" 3'-4' 12'-41' I 19'-10" 24'x24'xl2' CONC. E 30'x30'x12' GONG. FTG. W/ (3) 05 ■ E FTG. W/ (3) 05 REBARS EA. WAY I REBARS EA. WAY 8 I ON CHAIRS MIN. 3 1/2' ON CHAIRS MIN. DI 3' COVER — — — — — — 3 COVER PAVERS b I/2 8 ■ ■ ■ ■ ■ © ■ 0 IN ■ ■ PAVER17- EDCsE v L INE ' -0" 4'-8" '-0" 2'-3" 16'-0" 2'-3" 11'-10' 8'-8" 9'-0" 20'-&" 50'-0" SCALE: 1/4 = 1'-0' ELEVATION 'B' /2' CONC. 45 A R C H I T E C T S 144111. KV14ALU RCNUMIV 6LVV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�"IIII"'I L000000000J sUHDIV. 8e OAKLANDLOT: LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT: R5025.024/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA D E: 12/11/18 s ALE:1/4"=1'-0" SHEET OF A R C H I T E C T S 4Design Groulsinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IYIIIIIII ��emm000aco� E 8 A� W E O L SVBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D tE; 12/11/18 S ALE:1/4"=1'-O" HEFT 2 OF WALL LEGEND 8'-8' BLK. BRG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL a Ib' O-C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/S3 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 * a 24' O.C- OVER FOIL 24' O.C. MAXIMUM, UN.O LOTTS CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-ro° 8/22-S-CUU/(UL Ic'ECESSED LAA 5'-10' 8/I6-S-(UU/CIX L-2 l'-8' 8/24-S-lUU/(IX L-3 11'-4' 6/26-54UURM PnSTRESSED L-4 4'-6' 8/24-S-(UU/(I)L L-5 4'-V 8/24-S-(IiU/CI)L L-6 V-4' 8/24-S-(I)U/(UL L-6A 101-6' 8/1(b-S-(UUKI)L L-65 10'-6' 8/I6-S-(ULIKUL L-6C 10'-6' 8/I6-5-0)KUL L-6D 10140' 8/16-5-(UU/CIA- 8/24-5-(I LIKUL L-8 4'-6' 8/24-64I)LIKUL 444ZTm41XlGTt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' SF22-I5/IT I�GESSED L-IA 5'-10, 8FI6-1511T L-2 8F24-15/IT L-3 I'I'-4' SF28-15AT FKSTKSSED L-4 4'-6' SF24-I5/IT L - 5 4'-6 SF24-I5/IT L-ro V-4' SF24-I5/IT L-6A 10'-6' 81=I6-15AT L-615 10'-6' 8F16-I5/IT L-6C 10'-6' 8FI6-I5/IT L-6D 10'-6' SFI6-I5/IT L-1 1'-6° 8F24-I5/IT L-8 4'-6' SF24-I5/IT LINTEL PLAN SCALE: 1/4 = 1'-0" ELEVATION 'B' A R C H I T E C T S e 6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII �o�0v�0omv� SUBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL. 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAMES,CANTWELL AR O 12079 DATE, 12/11/18 SCALE: 1/4"=1'-O" ' J J 3 OF ��� SAFE L®AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A°PRECAST Il-LINTELS EAFF 1 CADS (LBS,FT) 4^wr-4� CaRA V I TY OVERALL LINTEL LENGTH EF 9 09 BFIl 03 NNa-0e BW0-08 SP24-OB 0GAM BF32 05 asps OP LINLINTEL)&10 NTE�fl 101. mn-EF;' 9 5169 I" i601 I BOAM1 ^$01 10°lal "W TO 3'-6' ( ECABi) 1131 306" 356' ASPS' 3151 3Bffi 4B'.0 596' 1D34 RIF 3'-I. 20 A'-O' (PRECAST) 'e66 .36"3 9 4665:6 210 8914 11009 1224 ml 315E • 13394 _=EP 4'-I' TO 4'- 6•(PRECAST) 399 ;UO 4 4315 a3"x'° 4.z ' 1` Ebl 110194 FI009- 1b a49 SLD 4'-l' TO 5'-4' (PRECAST) 111 3 'Oo FS.5 1090 2 -9 z133 03 300E J4 O L Fee , b . 6 -5 TO 5'-10 (PRECAST) 1062 G,.6,2 lase -- "I60 69.6 ^D51 na1 - _- IIBI I B iEe ease Sae; rz30 6'-II' To 6 -6' [PRECAST) 90B , 2n1. 4BD - .30._ Au60 2.Ph 26 -- - F134 Sal, 13131__116 DII n3" 2 6'-T'TO l'-6°(FREGAST) 14, _ 011 n3- 266 >09B 6B1 8461 64-2 T-1' TO V-4' (PRECAST) 554 699 II e + 6 - 256� ell ell_ ! 45 S45 IS 2564. 26 209E -T1 4105 6 -0 .o§b"_ �© 9'-B'T010'-6'(FRECA6T) {T5 2039 ' 3101 0<6 d 2 3a464§ '04 12L 66b 533 a. 9A 366 0-1- TO IP-4' (PRECAST) 36'S B46- 2 23 09, 1 3 1 3e1 AOS 1 1za= 1 3 2 Viso4a 36b 0'- 4 II'-5' TO 13'-0' (Pr§GABT) 931 654' )INS <2Z l _ 3Em3 35o -b I [G93 s40:- B 3 04 4 _ a15 D'-I' i019'- 4'(PRECA0T1 396 •- 4 19- 426 035 400E dl 1 G6 196 326 6 63a 3'-5'TO W-O'(PRECAST) 2l9 J4 '41S 0W NR - 19m- 6 69 .vl N\R IN 2L3a ne 14'-I' TO 14'-B' (PfEBTRE89ED) NF: 456 -.- -- l03 - - -- 13T0 19D1 _ 2 4 El_ NR aR_ ft ---- I N - NR NR. 14'-e' TO 18'-4• (PREbREaSED) Ne - 110 NR N4 I lq 13j 069 320 2E13 N¢ nR `IF 1¢. nR. 15'-5' TO IT'-4' E (FRE5F55EDL NF 300 54B 90 326 - A. rIB49 10" Il'-5' TO 19'-4' (PRESTRE68ED) Ne NF Ne NL' NR \R nR l6 0,Ira2510 NF n2 NA N 19'-5-7011'-4'(FlRE5TRE5SEci NR 590 NA nR 1 Nrz A-22'-I Ne E0 vzNR2t-5'TO rrzT140 33'-O'(PREBTRE85ED) NR - 50064 10A1 _„ 399 'Ni "JbEl TO 24'-0'(P aTRFSSCD) NR --_-- 4E0 654.. - 90A _. _-250 '.002 921 AACC I (AVTA /I RC -FT) a"PPF/`.AAT II-1 INITFI A asses UPLIFT LATERAL OVERALL LINTEL LENGTH aFa-R SETT-R SETS -IT O i th2 "-I F B K3' (TYPE OF LINTEL) - kgT ey -( B 24- ( B B !' 352< 4 9� 526E 5F3e . loll b'� CFB ROFN fi".: 655 1'-B' TO 3'-6' (PREGAOT, - 563 5 , 3 34 � 33 bi bl 2 laal a3= 014 159E S-T' TO 4'-m' (PRECAST) 35o 13m9 i, 6D 3 36A Eels l2 F 0i - - 21u1 6 40< 3 16 ' S a19 :65 163 act 4'-I' TO 4'-6' (RQECASF) _ tl _ -L Tl �e e O '319 _ 591 591 1019 Olc 4' -T T011 (PR£OABT) 1016 45 - - 6 6 ]216 Bob ,59 96 1e 3 •i2 - 200a` 59 I JI9 b D Ee9 2 'z I a5rz: - _ 411 411 14D 5'-1. TO V-10- OPRECAST) 340 339 616 5'-11' TO 6'-G' (FRECA9D 9JE 14 501 721 490 �zz6: ur 9 eB5 z l.e iD B To 1'-6' (PREC461) e o I =. oI 414 594 369 T-I' TO V-4' (PRECAST) eJ ".- BB 56� l 3iB. T 643 1.0s '254 195 326 $12 230 Ofi�11 a619 -.c 9 9'-5'TO 1eL6'(PR90AST) ,0 95 5 IT " E® 4 3 D 5 o. 4 3 3<L » 204 401 ISO 1V-7TO II'-4-(PRECA5T) .p - aE d pe) 113 1 915 -<4 113 _ Fla, 2.e 452 154 -- L 11'-5- TO 12'-0' (FRECA6T) 144 402 131 4.y 60 <B =A9 IbblL bIID Ili IB '6- 2015 132' 12--I' 1013'-4- (PRECAST) Tl 324 110 ,X2 , , 44® -7AT Ti I410 t65 ' Has, 9B4 35B 56e 124 BB9 1054 1220 IS,&- 701W-0- (PRECAST) 205 Ow 100 234 SS4 530 6T2 W5 are1191 14'-I' TO 14'-0' (PREBTRE66ED) Re 284 91 Yf4 3t9 4a6 bRT 'N9 811 IM4 14'-9' TO 15'-4' (PRE6TREBBEO) NR 2" se, Ial 263 46B 621 09a 156 all 15'-5' TO 11'-4- (PREBTRE00ED) 1) 16. a 340 441 041 641 147 NR 194 64 Il'-a' TO Si1(PIE$Tel%Eli) NR 140 B1 I66 R63 893 vx t M2 5. 655 4'(PREaTRE95ED) �- 462 9 3 NR 125 41 '_ 3l5 21'-5'TO 2)'-O'(PREBTIL=06ED) 508 863 99 Nrc 116 a0 13e0 513 lea'- zm2 a 9 If Ems h1 a£6 NE 91 3e R° PRFCAAT Mlle° RECESS TJ705? I1-1 INTF'I S SAFE LOADS ('_BS/FT) C : R/yVITY OVERALL LN2EL LENGTH BRFI .� zcsl¢-ae Ni-14 Bf3 9RFIz-o ER 2 O BR'26-DBBFF3E-a (TYPE OF LINTEL) SRVb _ 6 Pv BBIP,_I$ 8R`I4 a BRT'S-S, Bra< A 49 Ie l 5111 26-I5 9RF30-113 .49 5b- IT 9 54 a 3'-6' TO 4'-4- (PRECAST) 395 IB91 3NSA 52oi 6630_ 39.8 0060 4946 94I9 9]4 10093 69a4 5 6 30L, 9 4'-5' TO 4'-6' (FRECABT) A94 ' 2Do 6639_ ll 006t z33 SAYS 310 1089E _ 966 9]d nl0 I1 4 - ' TO a'-B' (PRECAST) ebb %9 b53 4 61 IEOD 'B_ L< PO )&4643 - 111 3114 - 911 ¢D 5'-9' TO 5'-10' (PRECAST) ale 66 E J B SOE-0 T 90 5 51D6' (O - 3fl '1342 4242 92 y v 5'-II`TO 6'-e'(PREOAST) I51 ._ -Lon-,! l o 0 5a B AI 4 4_ l.3 EB'3" F6'-- V-9' TO "-b' (PREGA6T) 660 . 155 6 W90 "9 . (59 S 9.le - z9 5.4E al 59:2 JD°I 9.845 46 - 1'-1. TO V-8' (PRECAST) 411 " $26 --- 339 56d 3.5E 'I.9. 4150 5031. A'PRFcdAT NV9'PFeF45 DOOR U-1 INTELS EAFE . OAD5 (LBS/FT) FIF ovERaL< LINTEL _EwrH eRP6 rr L i 1 .I d ;. zRr ee= x IT BRJ6 BFub ('YPE of LINTEL) 0RF6-2T1 FF T F1-1� 1 T3182 0, 4nT-3 TIP,FF2 2i19E[30 4445 DTI 5 O RCM) 0T- 3 -6TO 4'-4' ( CA6T) PRE =DS oO' nb2 005E v9 - 3'S 9 'c a445 . -', 1S8 TSl 1164 ao J 15 4'-5' TO 4'-6' IF.ffLA6T) _ _ - 1 694 693 Isla L [ (1� l 439 36c 4116 Je 4 43 391 4'-1"05'-a-(PRECAT)) "'�4__ - I p' _.--� I'l -_ 1 nb 6 2 - a3ffi - �. 551 406 40.1 655 _.-_._ w 3199 5'-a' TO 5 -d' (PR ECaOT --- E5 13.� 14a - cb - 3199 A. S. 61i so 2,2 ) 2ae 1 n v -- - 5 5'-II' TO 6'-b' (FRECA&T) ':519 lets a 5304: 1 64 1 [ l' 1 ..5 595 TBB 4i4 sa6 6'-9' TO l'-6' (PREC49D - 5�. 614 363 505 399 ASK A'cE 1S4 23 I z 66 15v¢ E `. P�v "[TG '.'-l' TO 9'-B'(PRECA6TJ 3'3 360 IBTd Kai 1101 7016 Taal - 9l0 490 414 ASTM RET� LINTEL SCHEDULE MATERIALS I. f'c 8' precast lintel = 4000 pal 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM C416 f'g = 3000 pbT w/ maximum 3/8 Inch aggregate 4 8 to II Inch slump 4. Concrete Masons Units (CMU) er ASTM y p C90 whninimUm net area compressive strength a 1900 pal 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM A416 grade 210 IOW relaXatlon 1. Mortar per AeTM C270 type M or S GENERAL NOTES 1. Provide full mortar bed and head joints- 2. Shore filled ills le as required. 3. Installation of lintel must comply with the architectural and/Or structural documents- 4. U-Lintels are manufactured with 5 I/V IOng notches at the ends to accommodate vertical cell reinforcing and grouting, S. Reference the CAST-CRETE Load Deflection Graph brochure for [Intel deflection information. 1 6. Bottom field added radar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in -place concrete may be provided in composite lintel. in lieu of concrete masonry units. 9. Safe load rating based o, rational design Sail per ACI 318 and ACI 530 10. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating Of stucco applied in accordance with A5TM C-296 or Other approved coating. II. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) i.. load& should be checked for the combined y loading with the following equation: Apoiled vertical load Aonlled horizontal load 5 L0 are vertical IOad are horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional retnfdreed concrete Tasonry above j the lintel. See detail at right: 'm • 1500psi SEE SAFE LATERAL LOAD TABLE5 FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED GNU FULL COURSE 2' CLR TYP Milk GR40 or GR60 eAFE LOAD TABLE NOTES 1. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe nominal Cal Exception: Safe loads for unfilled load From next lower height shown. Ilntel$ must be reduced by 20% If bearing length 16 8. For lintels length& not shown, use safe load from less than 6 I/2 next longest length shown 2. N.R = Not Rated 9. All safe load$ in unit& of Plourde per linear foot 3. Safe loade ar superimposed allowable load$. I supported All safe leads based on a mply e pp ed �e,,,10. 4. Safe. loadk' YSed. or. grade 40 Or grade 60 field $part rebar. 1L The number In the the partar is indicate$ the E. One'! rebar may be substituted for two 5 rebars percent reduction for grade 40 Field added in 5' lintel& only rebar. Example T-6' Ilntel type SF32-I5 safe 6. Tits designer may evaluate concentrated loada gravity load = 6472,,. w/ 15% reduct'los, 6412 from the safe load tables by calculating the (,g5) a 5501-plf maximum resisting Tol It and Shear at d-away from a face of support. TYPE DE51GNATION F FILLED WITH GROUT / U = UNFILLED ANT,ITY OF SREBAR AT j�BOTTC<Yl OF LINTEL CAVITY IF 1 OF1(a 15/1T LQUANTITY OF 5 REBAR AT TOP LINALj4EIk3,,+4T NOMINAL WIDTH p 05 REBAR AT TOP MIN. (U REQ'D 1-1/2" CLEAR Q J Q Z S GROUT a, Z �q 5 REBAR AT BOTTOM - • ON OF LINTEL CAVITY BOTTOM REINFORCING 1-5/8'AGTUAL PROVIDED IN LINTEL VARIES) 8' NOMINAL WIDTH TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8' LINTELS UNTIL SAFE LATERAL LOADS (PLR Toul Lmgm Ties 5W PLAIN 111. SOLID 2,10' Raaet 1955 3%4 3'-6' Recast 1168 231E 4'H1' Pane! N4 1614 4'-6' PraeSIt b% 1266 4-V RaOl.t 5% 1163 Races! 666 I%5 5'-10' R.WiSi DO 1105 1'-4' Platen, I'm I%4 Fr.,w &12 12% fit-B' Racad 510 an 1'-6' 'Proust "a 9% 1'-1' PTCeat 425 994 Recast Sol 014 B'4 Pali 354 145 Radlt 3r1 583 10'-6' RYGBet in 453 II'Ll PReaet PJB 620 Precast 34 549 12'-V RaPUt A3 5N W-4- precast 13 40l'i A-0' Pracaet % 391 A-8' "mi.eCtl NA 3a IS'-4- Frei ed NA 302 11'-4' Ree6aeeed NA 213 19'-4' Rew aced NA n6 SOTO Riaual NA 59 11'-4' Raetreeeetl NA BI Y2'-4' PlutAn, NA 20 24'-0' Rutrmeed NA °.3 NR • Not Ra.sernal LINTEL 111 Length A-V 4'-2, 4L4' 6LS. T9Pa RawOt Pr..'t Racer RBYaet RI Pleas, Raet Raeee Recast FICA LO TTS CONCRETE P0. Box 771255 WINTER GARDEN, FL 34777 PH. (407) f15i P11P f. 1. Nlao ..♦ aim N ..• 1 U0 1 N� I lj I1 'ate f� 8/8-S-0) #5AO) #5 8/6-S-(l) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL [-PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GEN ERAL NOr S: G SDES I.I. F O R1 A BUILDING CODE RESIDENTIAL, BEDITION (201) SECTIONS R4 22 / R606 13. FLORIDA BUILDING GORE RESIDENTIAL, N&THFO EDITION CONCRETE SECTIONS 19012 4 2101. 1.3. AM PICA CODE REQUIREMENTS FOR REINFORCED GOWGRETE (ACI R BUILDINGS ). 14. C ERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER !STRUCTURES (AEI 1-10). 2. CONCRETE: Z.I. CONCRETE COMPRESSIVE STRENGTH AT 48 DAYS: 2.1.I. PRE -CAST W/STANDARD RE INFOIE EME NT-6, 00 PSI PRE -CAST W/PRESTRESS REINFORCE ME MAX. 3/ ' P91 2.1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP: 22, REINPORCING BARS: 221 STEEL PLAGED IN PREOA51' LINTEL AT TIME OF FABRICATION ASTM 4SB (GRADE 60) 22.2. STEEL IN LINTEL AND IO40GKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 KSI 2.4 DETAIL REINFORCEMENT N ACCORDANCE WITH AC[ 315. V DOOR HEADER PLAN 1112 %0 Bill 105 an 00 5N 411 3% 2% M W DOOR HEADER SOLID 1071 KIT B21 13% TO 1111 %4 161 664 US TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TIRE LN1EL STEEL WFILLED GRAM" CAPACITY (15Lf@n1 GRAVITY CAPACITY flnl_fl N VUFT CAPACITY IIAEL el Aliu UPLIFT CAPAGTY (InL(25U BOIIQI BAR TOP BAR GRAVITY CAPACITY PRECAST (in (Dq I 42Q last rest Me date 3-6 11. PREGST D)v (2)q 2475 3631 3931 4e5 4815 4'-d' ➢'-V PRECAST (V1 (2)q 1753 2111 2171 33% 3366 4'-6' 3'-2. PRECAST (2)n G)h U45 2165 235 260E 26M A-B' 3'-4' PRECAST (1)t (2)1 IM 2011 2017 2421 2421 a 4 4 0' PRE CAST DO (2) 10@6 K51 351 3b IB3• 9 I @ 4.6' PRECAST 9 (D q %0 142E 142E Ala 160E 6 4 5'-O' PRECAST a) (D4 (2) `2 140 B% 1232 INS, 6 b b 1. PRECAST 1231 1145 I1405 134E NS 6-B 1-4' RECAST D)4 (2)4 MR (TIRE 601 Sea IU52N IN IIB4 IID81 1295 1-6' W-1' Plia 0)4 Mn 510 Sal %1 B15 1081 1-B' b'-4' PRECAST a)4 (Dq %I 959 184 1041 S.-C.6-B' PRECAST a) -4 (Dq SIB 907 902 rD 9B9 1'-0' CASE (2)4 (114 AN &1 BSI 649 921 PRECAST (2)K. m a M6 126 126 499 1% 0.6 9.1 PECA9r (2)•4 Dq 3 94 61 B 618 9B0 613 11.4- 10 0' PRE CAST (2)5 (2) 9 35 561 %1 317 6s 11 0' 0. PRECAST (2)5 (2)5 211 515 5% 251 561 11 6 II 2 PRECAST (1) 5 (2) 9 255 4% 4% 214 511 13 4 12-s' PRECAST (2)5 255 430 458 114 14 0' 1.8 PRECAST -DU (215 (D5 139 43e 430 Be a442 3% s 14 B' 13.4' F'RE01REb8ED (2)N fD •! Net d5 41B 130 446 111 14-O' PFEETEE G (2)N (1)q NR Sit 31B 210 401 I `F Ill.0 PE6TE68 D (2)N (a)n NR 1% 2B8 33 911 5.4' I8-0' PRE61E66ED (L5 (D9 NR 114 224 131 294 10-0' IB'-B' PEST D Elie (a)9 NR 101 201 qa 231 21.4 20'-0' PEBTEBBED (D 5 '211 NA IlT n1 bl ]08 12.0' 20'-B' PE6TE%ED (D5 Mil NA 264 164. led 1% ad 0' 22,8' PR'c8TE6SED Elie (V5 NR 52 '132 04 33 TABLE-Ni REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 16" COMPOSITE LINTELS LINTEL LEIYTH CLEAR SPAN LNIEL i TYPE N LINTEL STEEL GRAVITYGRANT CAPACITY flnU CAFACT7r1LFeU (0'S) UPLIFT SLflnT fin. (Inp UPLIFT CAPACITY (I)5L Y115t B04Q`i BAR TOP BAR } (1)q 2 --To sass -_5B .I. 3'-6 T-T PEGA9i (a)n 5%1 lease SNAPS 1bin 100dd 4'-ID 1'-B' T (2)ia f2)2 31q 6161 10d00 B139 4'-6' 3'-1. PRECAbi (2) q (2) n 3311 51167 6%2 19000 O-V 3'-d' PRECAST (2)V (2) 1944 114 6049 100sD 5'-4' 1'-0' PELAYT (2)9 4%3 6431 4W21 1041 5'-0 4 6 PRECAST (1)5 f2 39a3 360e 5411 6'-4 6 ID PRE LAST (2 + ) 4 f11 •! 4n5 4115 4115 1902 411 4 6'-6 91' RECAST RY4 (2)c Sit 2BI0 S-4 PRECAST (21-4 (2)q 3l5 31e als 2659 Si51 3919 1-4. 1-6 6.2' RECAST (D4 fDq 2917 2911 2090 3060 i'-W b e PRECAST (2)N (2)q 21% 21% law ]931 8'-0' 6'- ' P £CASE (D 4 (D q Bel 2551 1154 2102 9'-4' l'-0' FELABi (2)4 (2) 1396 23% IbeO less 9'-4 8-0' FECABi Mal (2)'1 569 last 1238 2055 IID'-6 9'-1' C49T (2) 4 W q 1621 1627 941 WR II'-4 le'-0' FEL49i We (D5 14% 1455 1% 504 W-0' 10'-e° FEL49i fD.S (D5 1335 13% 691 Bl9 @ -b 11.2' RECAST 1151 1151 694 Sea3'-4 1' Ii -0' LAST Ms (D 1144 Al1 1012 U B PRECAST (D5 D)5 (113 110I 4% 4I 10q W4 v 14'-e B-4' PEOiE%E (21.4 (2)1 AI9 1sul4M 4B 4111 023 l Are. PsE5neoml (D•4 (2)0 1291 1391 an 823 T-4 S'-0' FRE9TE69ED (1Y4 (2Aq Sea Sea 325 641 19'-4' IB-0' PE81ES6ED (D5 f215 its Its260 SD 10' 0 IB'-B' FEbiRE90ED (D5 (215 119 129 143 479 9'-4 a0.0' PhED Bra (D5 (2)5 eta 6 9 41@ 22'-@ 10'-e' PRE5TE%ED (D9 C)9 %I 91 ID 394 0' W-B' FESTE%Eli M75 (D5 q8r 41 16l 330 SABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LMTE. TYPE LINTEL STEEL CREAMY CAPACITY (076L (115U G VITT CAPACITY (Inl (InU UPLIFT CAPACITY (InL (InU UFLPT CAPACITY (I)5L OMEW Sort BAR TOP BAR 6PRECAST 3.6' 4 PwGAaT (Tint (2)c T646 "As ease --woo 4 0' 1'-8' PRECAST (Dq (1)q 55ID3 K000 IEced m009 Pill mN U`1 414 10000 9541 E909 4-B' 3'-4' PRECAST !Dq S)'3 31W lease 1836 allies5.4' 4 ' FRECAST (1)5 (a) 6239 100@0 513$ Nice, 5.10 41' PRECAST (2)5 (2)q 5016 bin 4661 w44 b 4 5 a' PRECAST (D 14 (11q area!619] 3%1 1141 6 6' 5-1. Fill (2)4 (Dq 6250 6290 3&45 65% Bd' S-4' PRECAST TV% (Dq 6516 5010 3441 6124 l 6 6' Y i'ELAST (2)4 (2)q 43D 4312 26% 4509 1 B 6'J' PRECAST (1)4 (2)4 60t9 405% 150E 42W 6'-9' PRECAST UUM (2)q 319e 3130 2218 Seat 8'-4• T-0' PRECAST (D4 (2)q 3490 3420 2018 Boo a-V LA9i OV 1V4 213e 1610 263 9'-7 PRECAST (U4 (2)n nil 221 1233 2259 Ill E'-0' PRECAST (D5 (2)9 l 11 1031 2s09 I]'-0' 0'-8' PRCCAI M T2) ITS ITS 310 162E 1T40 II'-T PRECAST D) (D 5 "I as-1- 628 n01 13'J' i FREcAST (D5 (2)9 50h 501 lB A14 I4'-0' D'-e' PRECAST (D5 (D 1399 55 6% B23 Id 5' B'-l' PE81RE%ED @)4 (Dq 16a3 K% 58T 1131 PR&6T(Esaw (D•4 (2)q 1114 13W D'-4- 3.0 PRESTRESSED lD•4 (Dq IB30 1390 all 824 19 4' 3'-0' PRESTRESSED R)5 !D5 105E 1053 3 659 10.0' 3-B' PE61E8BED (215 !25 9l9 919 3q b5 1L4 M-0' Pg61EE6ED (215 %1 851 al3 t1 a 70 0' 1 PE6TEE5Ep (115 (D5 l9l l9T 251 50r 14.0' ➢1-B P/E5TRical M5 659 659 215 415 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNTEL LEW4TM CLEAR °H' LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY l0051. i ll GRAVITY CAPACITY ONL (Inli UPLIFT LAPACI7 (151- 11USU UPLIFT CAPACITY el)%(15U BOTTOM BAR TOP BAR 1 .10 -6 PECA6i Issas date Im m 000e 36• 2'd' PRECAST tDq )q %61 1=0 IE00@. Items d 0' 1'-1' PRECAST (1)q q 613e imoo deal 10000 PRECAST (Dq /q 5014 I'll deal Issas PRECAST (1)q 4653 1e900 5629 Sees PRECAST S) 5 r2) V 7666 le@00 real di 510 41 RECAST (1)5 q STET ISAW 5136 boob 6 4 5-1. 0' PRECAST (D14 2)q 910t IWCO All 9460 6 6 5-]' PECABi f31'4 f31q f21q Beat Nice 4481 %13 61 B' 5-4- PRECAST (2)4 B114 62M 941 6416 4331 442 M20 6411 l6 6-1' REGABi (2)4 1Dq T-8' 6-4' FECABT W'i ,a)q 5se 6024 SON, 6163 B'-0' 6'-B' Plit i ON y 561 5361 2803 5593 B'-4' F.D. CAST (2) '1 f7)q 4%1 4831 201 5030 9'-4' B'-d' PRECAST (D'4 q 3126 SIC& rem was 10'-6' 9'-T PELABi W-4 8 q 2931 2931 510 3015 I1.4' 1W 0' CAST (D 5 5 2%3 B53 Sit 16N 11'-0' Ie-8' PRECAST (2)5 9 2WS 2305 112E Nee 1a"6' II12' PRECAST [1)5 5 2141 2147 01 20% 1S-4' 1D-0' Pf4ECAW (1)5 9 1916 1936 %I 1811 If 0' E'-B' T (D5 d5 ITS IT10 TBT Ill% 14 B' B'-4' PE91E68ED (i P4 1345 1345 653 118E 15 4' A 0' PE91TE%Eli !3!'4 41 11% 21% 5% IIr9 Ir 4' P Eli (D+e q 690 1650 464 91B IS-4. 0 0' Sli 56 PE61E59ED !D5 13Ie 1310 311 735 20 0 5-e' PRESTRESSED E lD5 5' We 11 341 boo 21J 10-e' PESTE59ED (25 .5 Is62 2 6IDI 22 V 10-W racereawao (L5 9. 954 a %5 14 0' D 8' PE61RES6ED (115 )9 024 W4 239: 413 TABLE NO. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN WWE. TYPE LINTEL 61EEL GRANT CAPACITY (0nL fl W GRAVITY CAPACITY OAL OAR] UPLIFT CAPACITY (InL (InU UPLIFT GAPAbrY (15L (2F91 507IX1 BAR TOP BAR 1 1.-,. 2 2' PRECAST ()q Wilds . IdOed -0' 1'B' PRECAST fDq (Dq t9t6 ease De@t ID009 3.1. RECAST Gal f2)q 6001 call 1002'0 Sam bADe 0000 4-a' 3-4 PRECAST (2)1 (2)V 5509 Imo' 0009 Im¢0,t 5-4 44$ PRECAST MIS Wn Sah 10065 09 was 10060 5 e' 4-6 PRECAST WS (11q T%1 6606 6.4' 5.0' PRECAST (2) •4 (2) n 100AD 10020 %41 lam- 2' Real (2)4 (Dq 1Deal Wall 533 ease 61 -B' -4' LA6i Mal (2) n %% Mail Sall 10000 FEW 6-1.PIECAOT 1 (2)-4 (2) q 14e9 I9%T Eels ran 7-B' 6-4' PRECAST 12?14 W`2 1064 9K8 %62 132E 8'-0' 6'-W RECAST (D4 (2)S N9 reel 3328 6661 S'-4' T- RECAST 0D+4 (D1 5%4 6%3 3031 6091 T4' 8'-0'. PRECAST (2)4 D)l `lSO Sobs 23% 4149 10 6 9-1' PRECAST (114 (2)`2 3526 38a4 IBOI 366E 11.4'. 1111 PRECAST (1)5 (a)5 Eras MO 1521 " 12 0' Is 5' PRECAST MD ) t, Me am B36 113E 11 6 II.2' PRECAST (1)5 (1)9 218 ITS an 24% 13 4- D 0 PRECAST lD 5 MS 7416 2416 INS also 14.0 N V PRECAST R) 5 S) 5 2216 via 931 I94t 14-8' B 4' PRESE6%D (2)'4 (2)n 2811 2011 46 431 S-a' A 0 4 (Dq 266 263 63 B 114' K-0' MSTE55ED PEb1E65ED (2) (2)5 ()q 102E 402E SK B-4' S d F$811Eb5ED (1!5 flit 30T 100'I 413 616 BIB -8 PE91RES9Ep rD 5 f119 14% Id% ass163 1 4 (D 5 !(2)rm 9 1305 B 110 ae'-B' P,ffSiES6EDI A) ( 1 DII 30 29 ]4.0' 17-8' RE61RE%Eli1 (2)IF I flit 1014 014 2" 521 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINfrL LENGTH AFAR SPAN LINTEL TYPE LMTEL biEEL PIAM GRAVITY CAPACITY GRAVITY LALfIAW (0nL(I,'aill GR4WTY -" CAPACITY (115SKInll UPLBT CAPACitt ell ) UPLIFT CAPACITY (In413 BOitOFI BAR TOP BAR 391 44 34 2d` PECAST 2)q () 1460 4 0 3-0' PRECAST 2 q (Dq IN W25 A25 Seal 196E 156E 4-b 3d' PRECAST (Dq ) are Bl9 151 151 IS 1151 14% 1L09 4 B' 3 4' PRECAST (2)n (Vt Sea IBM ON 6 4' 4 0 PRECAST (a)5 Me at 930 we Ilia 1114 5 10' 4.6 PRECAST (2) (D q 511 Sea See 93B %b 6-4 5.1. PRECAST ) evn 494 141 141 115 02 6 -6' 5.r PRE CART 2 416 IS 1B 1 30 No- I..,.5-d PRECAST D 6% 6% GBB Ito 1-6 b-1 FECA6i )4 f3)q 3 US, 5% 525 661 1 B 6 4 RECAST ( ki 2)q 315 %B 5as AN 641 80' 64 PRECAM' e 4 (2)q %3 5% 536 45] am 8-4 1-0' FRECAST r (2)q 334 Sol 5@l all 5rb 9.4 a-V FaI ( (Vc 2% 435 4% 34 494 �-6 9 1' RECAST f f1)q 245 311 312 239 413 II.4 0-0' WNT (21 (a)5 218 34b 345 195 339 D 0 10-e' PELABi !D f215 201 2B1 262 113 215 2-6 Ild FEGASi ) ( So 743 243 51 Cale 13 J' la 0' OAST y 51 192 19a Ed 3B 14.0 11.B' CASs (D5 1 q6 160 I61 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF e" X 6" RECESS DOOR HEADER LINTEL ENGTH CLEAR. SPAN LINTEL TYPE LINTEL STEEL UNFILLED irRANtt CAPACIT( GRAVITY CAPACITY (InL 10.51 GRAVITY' CAPACT (InL (InU IIPI.S7 CAPACITY 0 (InU UPLIFT CAPACITY (InL (a5U BOTTOM BAR TOP BAR 3-B 1-4 fDq % 9 169 22U 2234 4'-0' 2' -V LAT (2)V (2)q 1131 1415 IItS %3 %3 4'-1' 2'-ID' PRECAST O)c (2)q 104 B20 Bad 115 119 4=41 3'-@' CAST a)-2 Om %'3 q30 12W Bab 15% 4-V 3.4' CAST Sm (2)c %B 1081 let 13% 13% 5'-W 4'-4' CAST MB 646 N6 1003 1011 B'-B' 6.4' AST (2 •4 2 q% &SO 6% Sea Fee 1'-B' 6'-4. T (2/•d ( 315 568 563 499 641 B'-V T-4' AST WN ( 316 AS; 480 315 N6 9'-3' B'-4' RECAST (D4 (Dq 313 45 411 191 411 25. OONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. S.C. MINIMUM MASONRY UNIT STRENGTH: F'M Mill PSI. 3.3. MORTAR SHALL BE TYPE S. 4. STRILOTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF Ii (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, Cl EDITION (2011), SECTION RS06.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 �(1) #5 CONTINUOUS 36 / 8'X18' KNOCKOUT BLOCK ;- TOP BARS: ' ♦�'� - 1 SEE SCHEDULE (1) #5 CONTINUOUS 7 4'-0' cc .' (TIED OR WELDED) BOTTOM BAR e SEE SCHEDULE (PRECAST) 6/16-S-(l) #5/(1) #5 PRECAST �g (1) #5 CONTINUOUS 3i6 i B'Xi6" KNOCKOUT BLOCK •w TOP BARS: i�'� SEE SCHEDULE (1) #s c0NTlnuous '.7//32' 7.'; STIRRUPS AT4'-0' cc (11ED OR WLDED) (2) STRANDS 7/16--- 7 WRE STRESS RELIEVED 270kai PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE Na 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LEFYxiH 0.EAR SPAN LINTEL TYPE LNTFL III GRAVITY CAPAGT SGSL(15U GRANTY CAPACITY (InL(1i UPLIFT OPACITY (InL 0AU UP.PR CAPACITY (M Di BOTTOM BAR 10P BAR 3'-E' -6 PREGAbi f1 q ( q 10000 me; II 00 3-b' 2'-2' PRECAST fDq 10D00 MOD 10000 exo 4 0' 1-B' PRELA6i fDq !Dq 921E 1WAS 10000 100e8 / 6' 9'-1' LASE (Dq (Dq &940 WOO 10000 Cox; 4 B 3'-4- PRECAST S)q WS 6364 's000 1V" 100e8 5 4 4'-0- PRECAST (1)5 (2)n lacam a %T9 100m 610' 4'-6' PRECAST f2)5 (Dq %49 "1 Fare 1000e 6-4• 5'-0' Ple SPA (Dq le@00' a000 &an am 6.6' S'd' CAST a)14 Mn 10000 01 61% I00e0 6.8' 5'-4' RECAST (D4 (Vn Is000 Few %II case 1-6 b'-2' PRECAST f214 (2)q BI Ideal 44% Bela 1'-1. 6'-4' PRECAST (114 (Dq 81t2 100et 434d 8631 -0' 6'-8' PRECAST W al (2) q 1636 10sd0 3%3 T2I 5'-4' l'-0' PRECAST Dual (2)02 6294 10s08 35K 1060 9'-4' 8'-d` PRECAST (21.4 Oq 52W 6%3 2121 5501 10 6' 9'-1' PRECAST aa)% (2) V 40% Si 2094 INS 14 0'-d' FRcCA9T (1/5 (a)5 4221 4221 D3 359E D.0 ' _ M'-8' PRECAST @)9 (119 3115 Bit NS 3110 12.6' II-T PRECAST C)5 a 3412 3412 1411 2655 3 4 T-V PRECAST fa)5 0)5 19% 19% Ra 2516 A 0 11'-8' PRECAST (DS OUR 2131 2131 1058 TT60 14 S' B'-e PRESTRESSED O2 N 3231 3231 149 N84 15-d' A'-m' FESiRE%Ep (21'4 D) 2945 250 Sol 11 4' 3'-01 FEwe STRE%Eli (D •4 (D c 22W 22W 5S2 10% it 4' ISO S % FE THE ED S)s 63 I35 426 B44 0s' I'-' 8 8 PRE61E%E 0)5 (D 5 n) 5 bB 351 l% 11-4 1st-0' FESiTE%Eli (2) `5 (y5 I97 3 34S 691 22 .0 10'-8' PRESTRESED 24-0' 224. FE6TRI (D5 (119 114 1141 1T4 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL FORE LINTEL 67EEL BOROM BAR TOP BAR GRANtt CAPACITY (e59 (IP9U GRAVITY CAPACITY llnL llnl UPLIFT CAPACITY (15Bacoo UPLIFT CAPACITY f115L (2nJ } ID' -b L i } ( B Oast 0900 3-6' 24' LAST !D9 5014 0@s0 10009 10000 4-@' 1 _W PRECAST (11 q S) r2 %51 IsdsO. Ills 10900 3-6' 3-➢• PRECAST (2)q (2)q 2141 1031 5612 426 4'-8' 3'J' RECAST f1)q (Dq 25M 6231 51% 1216 5'-4• 4'-0' RECAST (D 5 fD q 4111 4 11 3169 4830 5 -10' 4'-6' CAST (2) 'S (2) 3344 9 4 3065 3%5 V-4' 5'-ID' PRECAST ❑Y4 (yq 5038 30M 2535 wn 6-6' S 2' RECAST D4 ]BSI am] 235E 3N0 6 Wei4i S-1. RECAST (D4 (a)q 1138 11%" 1159 2B% l6' 6-}' PRECAST (2)4 (1)q 119E 1H3 1]9 23� T B' 6-4' RECAST fD4 ads 2IN 1645 22M B-0' 6-B' PRECAST D4 1%1 1*1 454 205E B-4' 1-0' FEC49i fD4 al IRM %3 as 9'-{' B'-0' RECAST (2)4 (2)q 1511 B11 1054 591 b'-6' 9'd' OAST (D •L (D < 1165 E66 1324 ILA' Im-0' RECAST ev 5 113E be 619 IIBI I2-0' 10-B OAST (2)5 Elie IID4T IID41 594 1081 D 6' II d' PEOA6T (2) 5 9% NO E41 I016 B-d' 17-ID' PRECAST (D5 S) 'S 902 Sol 465 W5 A-0' 12.8' RECAST (D5 - (2)9 642. 862 414 as TABLE No. 10 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS PLF " 8" X' 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LMTEL TTFE LINTEL 81(EL BOrrCF W TOP BAR GRAVITY CAPACITY (s)4L (Ind GA4vT CAPACITY (InL (InU PUFF Cr},ACIF" (I5L (Ii UPLET CAPACITY (InL (InU 3.8 2'-4 PRE 451 0000 e 4-e' 2'-8' OAST Q)n (2)0 3651 10000 1440 Media d-2' 2'-K' PRCLAST (2)q filq 3306 °256 6t43 d4' 3.0' PRECAST (2)q ()q 3008 B253 CH 956E 4-al V.,f PRECAST (Dq t21q Sale an Bad 1216 5-9' 4.4' IREGAST (D9 1 Earl tell 3217 1041 6-B 5 4- PRECUST tl)'4 213E nat 2259 2m 4' 6- CAST (D4 2106 ➢n 1645 22M 64. 1-4' T Mai IBdt 110 1241 net FREE T (2)4 (2 53 A36 914 SOS Cl r•± :•.. ,,: a11N r • .•' . r. dilN N 1811 8/16-S-0) #5/0) #5 8/14-S-0) #5/(1) #5 k M•. ,� m r •y : r ♦:.'l ' m w ♦ : ;Ar • : m r 9 a/le. I SAW 8/32-S-((1) #5/0) #5 A R C H I T E C T S pDesiU I oFn nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-407 8 www.abdesigngroup.com AA #: 0003325 �IIII"IIII Lo��m�OopoJ (Q C6E rI E L C L SUBDIV. lee LOT: 0 AKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT : R5025.024/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHfTECT= STATE OF FLORIDA n1 rTv rcr ' DATE: 12 /11 /18 SCALE: 1/4"=1'-0" SHEET 3. 1 OF A R C H I T E C T S Design / 1 ®up`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774,4078 www.abdesigngroup.com AA M 0003325 �II"IIII'I ��oomvom� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA DA7jE 12 /11 /18 SCALE: 1/4"=1'-O" 1 ATTIC VENT CALCS AREA OF ATTIC 1833SQ.n NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ. T. REQUIRED VENTILATION AREA (8.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 879.8) 439.9 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN,/VSNT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 KIN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 12 5 R IER ELEVATION - SCALE: 1/4' = 1'-0' ELEVATION 'B' �'-8" HDR. HCaT.h 0'-0" FIN, FLR, 8'-8" BRCS. H4GT. 6'-8" HDR. HGT. 0'-0' FIN, FLR. 6' SCC, �. . (TYP.) 12 5 6' SCORED BAND (TYP) (TYP) ❑❑ ❑❑ ❑❑I ❑❑ E: ] E -] L=! (TYP.) FRONT L T I N SCALE: 1/4 = I'-0' ELEVATION "8' JILJ JILJ JL 11L 111 i JL J JILJ T L-1 JL JL !1 1 N (TYP.) SCALE: 1/4' = 1'-0' ELEVATION 'B" JIL U lL l JAL h L JILJ V A JAL I 1N SCALE: 1/4' = 1'-0" ELEVATION 'ES' VD -0" BRG. HGT, '-8" HDR. HCaT. -0" FIN. FLR. 6'SCORED BAND (TYP) -0" BRG, HCxT, moo! '-S" HDR. HGT. COACH LIGHT TEXTURED CEMENTIOUS COATING PER (ASTM 0 (TYP) ��II o ii I o8'-8" BRG, HGT. 1'-0" h6'-8" HDR. HGT. Y hO'-O" FIN. FLR_ Y A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"IIIII'I ��0�0000vvo� SIJSDIV. ee LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D E: 6 12/11/18 ALE:1/4"=1'-0" T I -` 1 _ CONTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA S-S 1400 (1) 10d x I In' I -PLY, (6) I6d 2-PLY, (USP: (10) 1Od X I In' - NO I60 OPTION) (2) META-16 1SI (2) HTA I6-18 2800 (0) 10d x I In' HPLY, (USP: (0) 1@d x I IQ') :900 (14) I66 2-PLY CUSP: NO I6d OPTION) HETA-IS, 181@ HTA 16 1615 (S) 10d x I IR' HPLY, (a) *d 2-PLY USP: NO) IOd x I In" NO I6d OPTION HETA-20 IBIO HTA 20 ISI5 (w IOd x I IR' 1-PLY, (a) I6d 2-F:LT USE: (10) IOd x I IR', NO Ibd OPTION } (2) LETA-20 2035 (2 HTA-20 31l@ (0) led x 19R' HPLY USE: (10) IOd a I IR' 2500 01 2-PLY (USP: NO 16d OPTION) z 0 LGT-2 2150 LUST-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: ELK (5) 1/4' W5, WOOD (16) IOd V) DETA'--20 2480 NO USP CONVERSION FOR SIMPSON DETALdO (W - 10d x I In, I PLY MGi %5 MUGT 4000 (1) 5/e' A.LR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1Od TO WOO (USP: (2E) 10d TO WOOD) HGT-2 10980 HUGT-2 9365 (2/3/4' A.T.R IN HIGH STFiENG TH EPDXT MIN. 12' EMBED), (16) 10d TO WOOD (USP: IIgOD (8) 10d) HGT-3 10530 HUI 9365 (2) 3/4- A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) I0d TO WOOD (USP: WOOD (e) IO ) LGT3-SD528 3285 LUST-3 5330 (12) SD6 1/4'x2 1/1' TO GIRDER (4) 3/6' x 5- TITEN HO TO WALL (USP: CONC, (4) 3/8' X 5' WE BOLT, IWOD (ID W525) LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 1 (10) I0d x I-IR' (USP: (IW 10d x I IR'. VGT 4940 NO USP CONVERSION FOR BIMP9ON VG1 (U 5/5' A.T.R. IN HIGH STRENGTH EPDXY MN. V EMBED), (161-SDS I/4'X3' TO WOOD (2) VGT I155 NO USP CONVERSION FOR SIMI (2) VGT) (215/8' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), 132J-9D5 1/4'X3' / 2 PLY MT6-12 1000 MTW 12 IS% (W 106 x 1 1/2' IUSP: (14) 106 x I IR', (14) 10d) HT5-16 1150 HTW 16 1660 (I6) 106 x I Id' (USP; (16) IOd x I IR', (16) 101 HTS-20 1450@ HTW 20 2045 (24) 100 x I Id' (USP: (24) IOd x I VT, (20) 10d) HTS-24 1450 HTW 24 2045 (24) 10d .1 Vl' (USP: (24) 106 x 1 1/2', (20) 106) LSTA-12 + S26 LETA 12 SIC (10) 1@d USP: n@) 10d LSTA-10 .+ 123B LSTA IS 1360 (14) 1Od USP: (4) ICE MSTA-I5 -• 1315 M57A-18 13B (14) IOd USP: (14J IOd N M67A-24 . 1640 MSTA-24 IISO (IS) IIOd USP: (15) 10d d MSTA-30 .. 2050 MSTA-30 2140 (22) 10d USP: (22) IOd < M574-36 •• 2050 M874-36 2525 (26)IOd USP: (26)IOd 1— M571-36 3500 K9TI 236 3@9@ (36) IOd. x I In, USP: (36)10d x I IR' (n M571-45 5065 K791 24S 4250 (AS) t@d x I Vl' USP: (48) 106 x 11/2' H6 950 LFTA 6 1595 W ed TO PLATES, (S) Sd TO STUDS (u9P: (Ib) ad x I IR', CIS) Sd) BP4 885 SET 4 945 (6) 10d x I In' TO BTUDS USP: (6) I@d x I IQ' TO STUDS A34 395 MP 34 410 (4) Ed x 1 I/2' TO BEAM, (4) Sd x 1 In' TO POST. USP: (4) 5d a I IR' TO BEAM, (4) 8d x I I/2' TO POST. HOP2 645 HHOP 2 I0T0 (12) IOd x 1 In' USE: (10) IOd x 1 1/2' TO TRUSS, (10) 10d x I IIV TO PLATE PICA 1340 RT 11 2150 (15) IOd x 1 In' USE: (5) 10d x 1 In' TO TRUSS, (8) 106 X 1 1/2' TO PLATE VGT I HDU4 4565 END 4A 4535 (16)-505 1/4'x3' TO WOO, 00,LSOS 1/4S4 IR' WC THREADED ROD, (2) NUT6N)A5HER0 PLY U9P: 5/e' ATR MIN. I' EMBED SET IN NIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT ( HDTB 454E TDx 10 511E -BPS /4'x3' TO U100D, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT&WA9HERnPLY z: 1/9' ATR MIN. I' EMBED SET N HIGH STRENGTH EPDXY, (4) V8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6715 (1) 5/B' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONO., (12) I66 TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (U 5/8' A.T.R IN NIGH STRENGTH EPDXY, (MIN. I' EMBED) IN CONC, (12)Ib6 TO WOOD USE: SAME AS SIMPSON 0 X 0 LTTt3 « IS40 LTS 19 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONE,, (ellOd TO WOOD USE: SAME AS SIMPSON LTT205 ... I5@0. LTS 20S 1105 M In' A.T.R. IN HIGH 5TSMINGTH EPDXY, (MIN, I- EMBED) IN GONG., (IOAOd TO WOOD USP; 3/4' ATR MIN 1- EMBED EST IN HIGH 5TRENGTH EPDXY, ll0) 10d, (10) I@d x I/2', 2-12' U HTT4 4455 HTT45 4465 (U 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I- EMMI I IN CONO., (I8) SD"IO x I I/2' NSP; (20) I6d X 2-IA9 USP HAS MORE NAIL OPTIONB: (20) IOd, (20) IOd x I-IR', (20) Ibd x 2 la' Z Q HTT5 SOSO HTT45 5430 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONC., (26) I6d X 2 1/2' CUSP; (20) I6d X 2-IRS LISP HAS MORE NAIL OPTIONS: (28) IOd, (2B) IOC x I -IQ', Q0) I6d x 2 In' HHDQII-5D5 25, 11,01E UPHD 11 1209E lU 1- AT.R IN HIGH STRENGTH EPDXY, MIN, 10' EMBEDJ IN GONG, (24) 505 Y4' x 2$- WOOD SCREWS NSF: (24) 163 LOOP SCREWS) Hpla 6645 TDX 10 5110 (1)1/8' ANSI. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN DONE,, (3) 3/4' STUD BOLTS TO WOOD (USP; 14) I/8' BOLTS) V) MEHA 356/11.25 3415 5330 NFM35XI2U 3165 7130 SIMPSON; (V 3/4- AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN OMW. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CMU. FACE, (WCY TO BEAM USP: (U Ill' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC. W/ 3/4' DIA ITW RAMEET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. A/ MN. 5' EMBED DEPTH INSTALLED IN THE FACE. � W 0326E Z = HU5C412 (WOOD) 3635 2660 (FLR) HU44121F 306E 2530 (FLR) 3225 (ROOT) 3115 3115 (10) I6d TO HEADER (I0) Ibd TO WOOD USP: SAME AS SIMPSON (ROOF) HUC410 (CMU) 1810 5085 HD410 IF 1SOS (I8) 1/4- x 2-3/4' TITEN (9 PER FLANGE) TO CMU, CIO) 106 TO WOOD: (USP: (16) 1/4'. 3' ILES SCREWS, CIO) IOd TO WOOD. HUG210-2 (CM) ISO 50E5 HD210-21F 1905 CIS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: (USP; (W 1/4' x 3' LL1ES SCREWS, (10) IOd TO WOOD HUC210-3 (CMU) 1810 4000 HD21@-31F 190E 3115 (IS) I14- x 2-3/4- TITEN (9 PER FLANGE) TO CMU (10) 106 TO WOOD: (USR (16) 1/4' x 3' W63 SERI (10) 106 TO WOOD LGUM26-2-SDS 1430 55IG NO USP CONVERSION FOR SIMP90N LGUM26-2+SP4 l4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) V4' X 2 In' SEE SCRII TO WOOD HIGH STRENGTH EPDXY = SMPSCIx 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF REd@RD FOR WRITTEN APPROVAL FRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHE51 VE ANCHORING SYSTEMS, WHERE ANCHOR EMBEDMENT 15 GREATER THAN I" DEEP, THE VERTICAL DELL IN C:MA. ALL MI BE FILLED SOLID w/ GROUT_ + IOd COMMON MILS CAN BE SUBSTITUTED WITH 'Od x I IR' NAILS IN CONJUNCTION LLFTH A 23% REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVA. FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION PRIOR -0 1N5TALLA70N. 0 -- IM'.NIMUM EMBEDMENT INTO THE TOP OF A BONDEEAM JAL_ BE 5', MINIMGM EMBEDMENT INTO THB FOUNDATION WILL BE 1' W H 0 ATR = A-30I ALL T�READ ROD (SIZE, PROTECTION TYPE, HENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITION5 THAT MAY AFFECT O@NNECTORS, THE CONTRACTOR MUST BE RESPON51ELF FOR MAKING SURE THAT THE PROPER CORROBIQN PROTECTION IS USED, WHEN USING STAINLESS FEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GA_VANIZED PER AST:-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MJS- HAVE WRTTEN AFPROVAL FROM THE ARCHITECT/ENGINEER 0= RECORD PRIOR TO USE, ALL CONNECTOR VALUES 545ED ON SIMPSON 'WOOD CONSTRUCTION CONM1SCTOR6 C-2013" , "HIGI- JN1--RES574NT CONB-RJCTION C-HW09, AND ANCHORING IFASTENING 6Y5-EMS FOR CONCRETE I HASONRY CATALOG C-545-2012. 2 x 12 (02 S7P) �/16' OSB (TYP.) NAIL (3) 12d • V-S' O.C. TYP. ox12 BM./HDR. 0 ENTRY MINIMUM LUALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-O' TO 01-0. U.N.O. W-11 1/2' -['-]1 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE o� s (2) HETA-20 7 7 7 (2) HETA-20 DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR BOTTOM CHORD BRACING= a 201-0" OC. MAX (TYFI a 2O'-6)" CMG MAX (TYP ) IX4 DIACONAL BOTTOM CHORD GABLE BRACING ®®F, FRAMING PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B (2) HETA-20 J2 J4 JFh JS JS JS JS JS JS JS JS JS JS JS JS JS JS JS JS JS JS J� MGT BICa 52E Ix4 BTM. CHORD GABLE BRACING A R C H I T E C T S Design Group —Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �mm�ln SVBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHIFECT: STATE OF FLORIDA D 2 12/11/18 S 'ALE: 1/4"=1'-O" HEFT 6 OF ELECTfRIC 1L LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED W70M HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED w/ GROUND FAULT INTERIPTER (TAMPER RESISTANT CsFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT V J/CsFI RECEPTACLE MTERaPTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE- i� IRECE56ED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y(.)( LIGHT FIXTURE- /`�\P.C. PULL CHAIN LIGHT FIXTURE- K KEYLE55 LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL PANEL dim METER rJ,17 SMOKE GATT. BACK-UP v HARDWIRE DETECTOR NTERL0M4ErTED CARBON MONOXIDE BATT. BAUK-up v HARDWIRE DETECTOR INTERCaMC-TED CEILMG BOX REQUIRED TO BE O J-BOX suPPoRrFD N Acc�ANCE W/ BOX MARLED AS SUCH FOR INSPECTION FLOOD LIGHT r DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE ELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'E5' (3)'1 THHN/TWWN COPPER CONDUCTORS, (U • b THFN/THWN COPPER GROUND N 2" CONDUIT. TRANSPOPoNER BANK+ WkVA VOLTAGE: 1620/13200-240/460V NEMA 3R �� A SERVICE: SINGLE PHASE 120/L40 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCDNNECT CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) M AND METER O MAXIMUM FAULT CURRENT, F. W amps CAN POU.ER COMPANY 200 TRANSFORMER AMP. PHONE/DATA WEATHER PROOF BOX SERVICE BY OTHERS ELECTRCAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. COACH �-----_--'' COACH LIGHT LIGHT 1 BONDING TERMINAL TAGS CONNECTIONS PROVIDE 04 THHWTHUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTEa IF PVC 18 USED THERE 18 NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX A R C H IT E C T S Design r 1 oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"IIIII" � o�mom0vvo� QE V y 0 L L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA' kE 12/11/18 S ALE:1/4"=1'-0" 7 OF Building Permit If Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use V Tapcon with sufficient length to achieve a 1 M" min. embedment with 2 Y." minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb 15) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'Wx8'0" FL 5891.5 N/A iTW Tapcon %", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 10, Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 4" X 11 4" min embedded Tapcon. Max spacing of 71 " and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4' X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 233S2.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A l have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: seal A R C H I T E C T S Desi n y 1 ou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �RIIINIII �eme000mom& E 8 E O M C W L SLTBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 12 /11 /18 SCALE: 1/4"=1' - 0" (V 5 REBAR VERTICALLY W/ CONC, POURED CELL /<V 5 REBAR VERTICALLY W/ CONC. (25' MN LAP) :, POURED CELL (25' MIN LAP) R-4.1 INSUL. MN. TEXTURED CEMENTIOUS COATING z 5• Ctlu F Q z PER (ASTM CW&) (TYP.) O LQ z� a, Cm r E 1/2. GYP. WL. BD. n FLL Z0 CURB HEIGHT VARIES O m O _ WOOD BASE - N _W NC, REINF. W/ 6'xb' a UALF OR FIBERMESH ON CONC, REINF. W/ 6'xb' = WIAxWl.4 UdLF OR FIBEPoNESH _ -OLY ETHYLENE VAPOR R ON WELL -COMPACTED 7(2)f%fMl5ARl _ ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON EPdIITE TREATED FILL K z W WELL -COMPACTED CLEAN z F 4' 4' 4' }_ 4' 4' 4' TERMITE TREATED FILL -0' (2) 5 REBAR ON CHAIRS N CHAIR$ 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL C 4 AT GARAGE WALL BEYOND WALL BEYOND - 3/4' RECESS FOR PAVERS GARAGE DOOR 3 W LONG. FEW. W 6k6' z U16/dUA W1F OR FIEBeQ ON N 6-MIL POLY E ;rLEW VAPOR w C SHWA t O LE.L-GOMPAOIED a =M IMITE TREATED FILL r _ 3 1/2, CONC, REM W/ 6•xb• 3 1/2' =NC, REINF. W/ 6'xb' a -_ WIAXIUA WLF OR REIERMESH ON — PAVER — 6-MIL POLY ETHYLENE VAPOR - a ` UAXLUTA W.F OR POEMIESH ON --'r' 6-MIL POLY ETHYLENE VAPOR BASE BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 5 REBAR ON FOOTING zW 4' 4' CHAIRS BEYOND EXTEND FOOTING (U 5 REBAR ON CHAIRS T 4' 4' a' 6' RECESS FOR PAVERS m O O O' GARAGE STEP-UP UNDER PAVED (2) 5 REBAR ON CHAIRS I'y NON -BEARING 9 LE: IR•.I'-m• ,OGARAGE DOOR FOOTING PAVER RECESS �, V2'-I'-0• 9 ® ENTRY DOOR e' VARIES 5' 8EE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI z 3• 3' OF RECESS FOR SGD. TRACK L w VARIES 4 FINISH FLOOR (1)5 MBAR SET IN SIMPSON HIGH z STRENGTH EPDXY b' EMBED. MN. (2) 5 REBAR 0 ]-STORY N (3) 5 REBAR • 2-STORY j - a - N - _ ao OUTSIDIE AR TO BE CONTINUOUS ° °. W/ 6•xb• WIAzWIA UALF OR FIBER"IESH ON , n W,� ° ETHYLENE 6-MIL POLY ETHYLENE VAPOR - (I) _GOUT. m BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL a F O} 2'-I' MIN. LAP SHOWER RECESS FOOTER 10 SLAB AT S.G.D. 11 SCALE 1'44' TYP. RETROFIT FOR OMI"ISTED DOWELS AT FOOTING B REBAR.7 A 0 TIE VERTICAL REBAR i0 HORIZATIONAL MBAR W/ 10' HOOK GROUTED BOND BEAM c VARIES PER ELIE z - � d' C Qe CLEANOUT REGJIRED FOR INSPECTION z F > 0'-0' FIN. FLR- (0 5 VERT. DOWEL LAPPED W/ BOND BEAM TIE VERTICAL REBAR (U C 5 REBAR AT ORNERS a a TO HORIZATIONAL f€BAR W/ 10' HOOK W/ 25' LAP MIN. _ --- m s TYP. REBAR LAP HORIZONTAL/ VERTICAL LINTEL CORNERS F REINFORCING OAT SCALE 14 •1-0 A R C H I T E C T S Design 1 0U ITlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIII"III� �ov�vvo�om� E O r C m L SUBDIV. & LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 12/11/18 %'iEy CALF: 1/4"=1'-O" SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/1:)2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED LT SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, PRE-ENGINEEREDROOF TRUSS 6TH EDITION (2ID1U GABLE ROOF TRUSS � ❑ DO NOT EXCEED �° ❑ p0 NOT EXCEED 8 CMU BLOCK 8 GMUBLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES J' DRYWALL J" DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' At FIRST (2) BAYS P.T. Ix4 or'x4' MIN. ❑ P.T. Ix4 orq'x4' MIN. (4'-0' O.C. 9 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 POOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING 4 SCHEDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10' HIGH MEMBER w/ (2)12d NAILS 8' FROM ' TEXTURED CEMENtITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: mm (AS PER TRUSS ENGINEERING) EACH END and 9 16' O.C. MAX (PER ASTM C926) OVER PAPERBACK PER MFRS SPECIFICATIONS PER MFRS SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/JY' x 9° (1)' TAPCON (MIN. EMBEDMENT I 'J 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN WALL SHEATHING (TYPE AND ATTACHMENT '. SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" Or + 4) WINDOW TO BLOCK (+3") 8' FROM EACH END and 6 18' O.C. MAX or METHOD PER 'NAILING SCHEDULE') (6' MIN. EMBEDMENT 32' O.C. MAX) DOOR JAMB TO BLOCK (+ 4" or + 4) DOOR JAMB TO BLOCK (+3) (I) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE IS' O.C. MAX 4A SCALE: r=r-m' 4E scat-E° MIN. SHANK SIZE .145 w/ 12d NAILS 9 8' O.C. MAX MIN. HEAD SIZE .300 WB ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I is TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED e MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)' TAPCON C926) OVER CMU(R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED' ❑ DO NOT EXCEED (MIN. EMBEDMENT 1 J') 8' FROM EACH 8' CMU BLOCK 'GYPSUM BOARD OREND and 9 18' O.C. MAX' HIGH STRENGTH I� 8' CMU BLOCKDRYWALL or CEILING BOARD � DRYWALL ONG. FILLED U-BLOCK w/ (1) +� P.T. 2x 1 BLOCK WALL SECTION — GABLE ROOF (SEE WNDow/DooR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'(1) DRIVE PIN, 8' FROM EACH END and x4' MIN. Ix4 or Ix2 P.T. NAILER 9 IS' O.C. MAX SINGLE STORY SCALE: 3/4=1'-m CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING &' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAP SIZE.300 " (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM X OOR JAMB /WINDOW MIN. EMBEDMENT I SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and 18' O.C. MA(ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: C2i�M INSTALLED PER SECTION R9ID5 OF THE FBCR, WINDOW TO BLOCK (+1 Y") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8'TO BLOCK w/ JFROM EACH S 6TH EDITION 12011J DOOR JAMB TO BLOCK (+1 Y") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) ENE) and a 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 w/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE') � SCALE: I'=I' m' (2) DRIVE FINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS 9 IS' O.C. MAX EMBEE)(D�RSPT STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 /sMIN. SHANK SIZE .145 ) MIN. HEAD SIZE 300 (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT I ' SHIM AS NEEDED 4F SCALE: I'=r-m' TO PLUMB JAMB. METAL DRIP EDG I r DO NOT EXCEED is 2x6 SUB -BAN STRENGTH CEILING BO0 ARD GYPSUM BOARD � HIGH 8' CMU BLOCK ❑ SECURE TO w/ (2) TAPCONS VENTED ONG. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH ALUMINUM SOFFIT (1) S CONTINUOUS REBAR P.T. 2x Ix4 or lx2 P.T. NAILER SHIM AS NEEDED END and 6 18' O.C. MAX ER PLAN'( RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING P1 TO T WINDOW (PER PLAN), L (SITE AND REINFORCEMENT AMB. or FASTENER SCHEDULE FOR ATTACHMENT OSB (4' WIDE MIN.) DO NOPLUMB EXCEED (2) DRIVE PINS, 8' FROM EACH ENE) and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING ❑ -8 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS:7 J' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDoW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or ' 055) DOOR CASING (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL P.T. l2J 2x4: BE PRECAST OR POURED IN w/ a' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (I) 4' TAPCON PLACE SILL (PER BLDR , GYPSUM WALL BOARD EACH END and � 18 O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6) PER MFR'S SPECIFICATIONS) END and 6 IS' O.C. MAX or COATING MIN. (PER ASTM GONG. POURED CELL 15 NOTE: (I) DRIVE PIN, 8' FROM EACH END and 0926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 Yf6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX 8' GM ' P.T. FURRING STRIPS IT 16' O.C. 4C SALE: I,=I'_m' THROUGH NON-STRUCTURAL MEMBER Ox or �' 065) MIN. SHANK SIZE .145 w/ is TAPCON MIN. 1 is EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1 is Ll NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 TO PLUMB JAMB. I DOOR JAMB TO BLOCK (+3 /6) P.T. (2) 2x6: ' ONCRETE SLAB DO NOT EXCEED TAPCONS 4G SECURE TO BLOCK w/ l2) a (SEE FOUNDATION PLAN FOR SIZE a �ALe, r,I,-m. (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 6' CMU BLOCK END and 9 IS' O.C. MAX XTERIOR WALL FOOTING Is DRYWALL or UPLIFT UP TO l,ll5 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x lx4 or lx2 P.T. NAILER (2) DRIVE PINS 8' FROM EACH ENE) and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DooR JAMB BLOCKING SIMPSON HTS20 w/ 11IDJ 10d NAILS TO TRUSS 4 a+ 18' O.C. MAX `Z — FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) 'X2 ' TAPCONS INTO BOND BEAM RE-ENGINEEREE) SNGLE STORY SCALE: s/a'=r-m' � � MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 is BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD lR VALUE PER ENERGY CALLS (2) SIMPSON HT-520 EACH SIDE OF TRUSS w/ STRENGTH CEILING BOARD NOTE, (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS — — - P.T. (2) 2x8: RE -- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or " 065) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE TO BLOCK w/ l2) a TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH w/ �' TAPCON MIN. 1 j' EMBEDMENT INTO BLOCK and g IS' O � G E) ..MAX - TAPCONS MIN. or OPENING 22' X 30' MN. D CASING AT SIDE WINDOW TO BLOCK �2' COVER (2) DRIVE PINS, 8' FROM EACH END and (+2 �4 ) ATTIC ACCESS 1 2' APART 9 18' O.C. MAX 3 SCALE. N.ts NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COMPLY WITH MIN 3ID HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD SIZE 300 PER RSrpt:l OF THE FBCR 2IDI1, 6th EDITION BOARD (TYP) SCAI E: r=r•m' SCALE: IlTil• MIN. EMBEDMENT 1 is A R C H IT E C T S Desi�n p 1 o u pal nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 6e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT*: R5025.024/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA .TE: 12 /11 /18 PiCALE: 1 /4" =1' — O" SHEET D 2 D" NAILING SCHEDULE OF DIAPHRAGM - ASPHALT SHINGLE %r; O.S.B. orY' CDX PLYWOOD - 8d RING SHANK GUN NAILS is 4' O.C. 9 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 9 (6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 10 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL 5/8 CDX EXTERIOR PLYWOOD or 11/2' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 9 4' O.C. a SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS 0 6' O.C. a INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS e 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING % O.S.B. or PLYWOOD or Y*' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 6 4' O.C. a PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING SHANK GUN NAILS 9 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SPALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 Yap .131 110,000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NAILS a 4' O.G. TOP 4 BOTTOM EDGES F I TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING 9 4' O.C. MAX IN FIRST (2) FRAMING SPACES to EACH END PRE-ENGINEERED TRUSS or RAFTER ROOF SHEATH Z 0 m BUILDING LENGTH , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C 86 RING SHANK GUN NAILS m 6' O.C. IN FIELD TYP, EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS Q 12' O.C. IN FIELD or ad x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS 9 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP, 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: = DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or HIGHEST RIDGE. = DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) = 0'-0' - 30'-0' USE (U X-BRACE = 30'-I' - 60'-0' USE (3) X-BRACE (1) X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREED -- SHOWN w/ CMU (FRAME CONDITION SAME X-15RAC14% REQUIREMENTS) GABLE X--BRACING 1 SCALE: 3/4'-1'-0' SECURE TOP PLATES w/ Ibd COMMON NAILS s 4' O.C. 2-ROLU5, STAGGERED NOTE: = DO NOT SPLICE TOP PLATES WITHIN 6'-O' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. = THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 f'RE-ENGINEERED GABLE TRUSS -2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-O' O.C. g SHEATHING SEAMS) {2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS 9 EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRU65E6 CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED -8 MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX A R C H IT E C T S pDesign 1 ®U inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �eo�em000� E 8 0 C I� C SUHDIV. & LOT- OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA TE: 12 /11 /18 f CAT : 1/4"=1'-0" 1 � J J VTCR of (1) 6 EA Y O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS O ECURE 2x6 MIN. TO BLOCK w/ (2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER 5E T: HIG T IN SIMPSON or USP H STRENGTH EPDXY (MIN. 6' EMBEDMENT) �] o ECURE 2x6 MIN. TO BLOCK w/ (3)y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' -PRE-ENGINEERED TRUSS 9' GYPSUM BOARD OR �' NIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS e 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS s SCALE: 3/4'4-0' -PRE-ENGINEERED TRU65 GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24'O.C. MAX) 2' GYPSUM WALL BOARD 3 V METAL STUD5 (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 V BOTTOM CHANNEL (25 GAUGE)BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-O' J' TEXTURED CEMENTITIOU5 ) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMU—\ ' CMU BLOCK ,FEATHER STRIP MOLDING AROUND DOOR / (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I'MI SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ROOM ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.T.S.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:407-774-4078 www.a bdesigngroup.com AA #: 0003325 r � 11 NIIIIII ,.om oom..�, siTHDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 12/11/18 SCALE: 1/4"=1'—O" 1 SHEET D A_ PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH e 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 o 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. IS) 0.041511 WIRE 3, BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 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 WI5E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 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 3PIPE PENETRATION DETAIL SCALE: Krs. TO V TO B' / 1 (1 1 6' TO e' s" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIFIBER 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 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD (DLTY" M" CONTROL JOINT % E. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 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 PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, 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 ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: 511DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 1.6.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU r` 5HEATHI WRB 01 TAPED T SHEATHING w/ W1 #2 OVER TOP. Wf 12 TO BE LAPPE- VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) v WOOD SHEATHING SIDING PAPER LAP 2 SGALE: NiB. WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X1" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP "L" FLASHING q)R-- NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) 4 6" a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1° METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND I r% I DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR "` APPROVED EQUAL) x i STUCCO WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR 7n APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO �g WOOD SHEATHING1 5ELF-ADHE6IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFICATION5) WR5: WATER RESISTIVE BARRIER A R C H I T E C T S Design Giou lf.c. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'IIIIII �o��ovomv0� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 IPROJECTAI- R5025.02"4-/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA \TE: 12 /11 /18 SCALE: 1/4"=1'-0° SHE�E��T� VV /� AI 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHI FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER #2, FORTIFIBER 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. I Yz" ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER KICKOUT DETAIL 5 SCALE: N.Tb. " " *^ ^ECEIVE 1 COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI APPLY SEALANT AT TOP 8 SIDES OF ELEC, METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: N.TS. SEALANT ON TOP 4 5IDE5 ON CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) / FLASH OPENING WITH PROTECTO FORM FLASH SELF ADHERING FLASHING PER FLASHING METHOD AS DE5CR(BED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, y" SEALANT a JOINTS ALL AROUND 8" THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' U H SCALE: N.T.S. PIPE THROUGH WALL TRUCTION SHEATHING WOOD FRAMED WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD SHEATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, WOOD- FORTIFIBER CONSTRUCTION BUILDING PAPER (OR 5" CMU- APPROVED EQUAL) 8" THICK, 3 GOAT CEMENT 7'�:4 PLASTER - %s" TO 1/5" MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI „_e (FRAME TO FRAME' AVENT PENETRATION SCALE: N.T.S. WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/5' TEXTURED FINISH ia WOOD FASTEN TO WOOD STRUCTURAL MEMBER e 1" O.C. MAX Y" TO %` MID -WALL WEEP 5CREED -6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING -TEXTURED FIN15H -a MA50NRY HORIZONTAL WEEP SCREE] 7B SCALE:N.TB. (FRAME TO BLOCK, NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED d APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE, STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 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 CL05ER THAN I' TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 gTFP 5 TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (SET IN CONT, SEALANT) SEALANT -a ALL 51DE5 DRYER VENT BLOCK 6 B SCALE: N.T.B. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: N.TA (FRAME CONST) STEP 3 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � om�v�amom� svBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DATE: 12/11/18 SCALE: 1 /4"=1' - O" UV A2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) ' THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-780 J CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) LIZ 6' SELF-ADHEREING FLASHING WRAPPED -s CORNER OF CANTILEVER AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) (o" PEEL 8 STICK a DRIP EDGE TO DECK ly"XI %4" P.T.OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), OONTINUOU5 WATER PROOFING 15t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL & STICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL & STICK 1 y"XI %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y4" GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD ,•;COMPONENTS PULLED APART" CLARITY TRUND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP - OR APPROVED EQUAL WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a — WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CA51NG BEAD 5/8' TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD X 3" 2(o GA. GALV. METAL DRIP )GE SET IN FULL BED OF SEALANT,/1/2" q. SPACE FROM DRIP FACE TO TREX NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A �,,LE: NTb. %4' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL 8 STICK) PEEL 8 STICK DECK (MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR- �3 X 3 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90- VINYL (OR APPROVED EQUAL) CASING BEAD I Y"XI Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 8 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 01 GAP FOR BACKER ROD e SEALANT �YL (OR APPROVED EQUAL) CASING BEAD ATTER RE515TIVE BARRIER #1 ATHER RESISTIVE BARRIER 12 MCOMPONENTS PULLED APART FOR CLARITY WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) NY DRIP EDGE INSTALLATION PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1" O.C. MAX. WRB LAYER #I, 5TUCC0WRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH —WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD @ FRAME 1(�tl SGALE: NTS. CORNER BEAD (FASTENER 4 SPACING ia I" O.C.) "HICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD @ BLOCK 1 �D SCALE: N.TS. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 6" SELF ADHERING 8 FLASHING PEEL 4 STICK I y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,y" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT j y" X 3" 2l GA. GALV. METAL DRIP EDGE SET fN FULL BED OF SEALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER 12 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H I T E C T S Design r )l ifinc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �ommv�a�om� sUBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MODEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT' STATE OF FLORIDA DA 2/11/16 VV A3 WOOD SHEATHING WRB LAYER�I�p UCCOWRAP D SHEATHING WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER d WRB LAYER 11, STUCCOWRAP WRB LAYER 02, FORTIF15ER WOOD SHEATHING PLASTER BUILDING PAPER y<GAPT,P BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO CATO TRIM METAL METAL LATH TO TRIM APPROVED EQUAL) WOOD SHEATHINGx (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP TO SIDING TRANSITION WRB LAYER �"1, FORTIF15ER METAL LATH WRB LAYER #2, FORTIFIBER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER 8" THICK, 3 GOAT BUILDING PAPER (OR 8" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVED EQUAL) CEMENT PLASTER �. APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING 6"SELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) x (OR APPROVED EQUAL) FLASHING �" THICK, 3 COAT ANGLED CASING BEAD (EXPLODED METAL LATH (EXPLODED 8 DRIP CAP VIEtU FOR CEMENT PLASTER 6 SELF -ADHERING FLASHING VIEW FOR a THICK, 3 GOAT CLARITY) DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER 01, STUCCOWRAP WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL)L WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING _X (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING METAL LATH PAPER (OR APPROVED EQUAL) 6 SELF ADHERING FLASHING OR PEEL & STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTER s" THICK/ 3 COAT CASING BEAD I A sc�E: rLTs. (Ross-sECTlaU 6" SELF -ADHERING CEMENT PLASTER r .. L FLASHINGZ 6 SELF -ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH (FRAME, NO BAND) @JtRAME, W/ BAND) WRB LAYER 01 STUCCOWRAP WOOD SHEATHING 1Jt1 scALE:N.Ts. (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIF15ER BUILDING fx WRB LAYER #1, STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE i WRB LAYER #2, FORTIF15ER WEATHER RESISTIVE BARRIER "1 (WRB LAYER #1, STUCCOWRAP" THICK/ 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER 6" SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER }; (OR APPROVED EQUAL) �/6" X -i y" LAP SIDING W/6" REVEAL # WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH WEATHER RESISTIVE BARRIER I (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD �" 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED THICK, 3 COAT CEMENT VINYL (OR APPROVED EQUAL) PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X 'x �/IEUJoR MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION STUCCO 4.CASING BEAD CLARITY) INSTRUCTIONS FINSTRUCTIONS —6" SELF -ADHERING FLASHING DO NOT CAULK OR SEAL OPENING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD @ RAISED GALV'D METAL "Z" FLASHING GALV'D METAL "Z" FLASHING BAND (FRAME) (15 sc— rus. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-m9, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR I GALV'D METAL "Z" FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO Cap BLOCK TO FRAME TRANSITION STUCCO CASING BEAD 8" THICK, 3 COAT �I G scALE: N.T.S. CEMENT PLASTER $ THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER 6' SELF -ADHERING FLASHING SEALANT GA6 GB o METAL LATH METAL LATH WOOD SHEATHING TO WINDOW SEALANT WEATHER RESISTIVE BARRIER #I WRB LAYER 12, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #I TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER 12 6 MIN. ABOVE TOP OF Z FLASHING WOOD SHEATHING WRB LAYER 02, FORTIF15ER %6° X I Y" LAP SIDING W/6 REVEAL W WEATHER RESISTIVE BARRIER #I WINDOW FRAME / BUILDING PAPER WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING z (OR APPROVED EQUAL) GALV'D METAL "Z' FLASHING STARTER STRIP PER MANUFACTURER'S WRB LAYER #1, STUCCOWRAP E-Z BEAD VINYL (OR DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) APPROVED EQUAL) CASING INSTALLATION INSTRUCTIONS' \ WEATHER RESISTIVE BARRIER #1 TO LAP 6" WIDE PEEL 4 STICK (W/%s" FLEXIBLE PVC BACKER DO NOT SEAL OPENING V MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE % OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E-Z BEAD VINYL WRB LAYER #1, STUCCOWRAP GALV'D METAL "Z" FLASHING (OR APPROVED EQUAL) CASING 2X FRAMING (OR APPROVED EQUAL), 6' SELF -ADHERING FLASHING BUILDING WRAP (W/Ya' FLEXIBLE PVC BACKER ROE) MEMBER \ WRAPPED AROUND FRAMING E-Z BEAD VINYL INCLUDED) MEMBER / (OR APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #1 6" SELF ADHERING FLASHING (W/%8" FLEXIBLE PVC BACKER ROD) E-Z BEAD VINYL (OR APPROVED EQUAL) *APPLY FULL BED OF 6" SELF -ADHERING FLASHING CASING (W/%' FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING Ya" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 CLARITY WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO END WINDOW CASING C� FRAME TO FRAME TRANSITION ci $CALE:N.Ts. 6 SCALE: NTS. A R C H I T E C T S Design p 1 o u p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIItllllll �om0o�0�ooJ E 8 O C c'a I SUBDIV. 8e LOT: OAKLAND LAKE (LOT #24) MO DEL: 1833 F1833-01 PROJECT#: R5025.024/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT.- STATE OF FLORIDA p�cC 1 1 12/11/18 SC*LE: 1/4"=1'—O" 1 VV A4 CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS ULL WRAP t u s EKT_8! (FRAME ) APPLY 051 H2U (OR EQUAL) SEALANT is WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY FOLC "'� SECURE HOUSEWRAf t, t-I "P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R. EXTE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01hr 0 NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" SELF -ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY %` NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—a" VERT. END DAMS REQ'D. AT EACH END OF SILL JIDI 1 'MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK JSEWRAP DOWN & DIAGONAL CUT & HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 OILF u INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTIi APPLY FLASHING C 6" WIDE :LEXIBLI; :R DRIP ;TO-WRA %PPROV MIN. TEXTURED EMENTITIOUS COATING VER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 " & 1 & t/ 3" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd es i g n g ro u p. co m AA #: 0003325 '�I"IIII"I L om0om�000J E 8 N 'N E O C L 81713DIV. & LOT. OAKLAND LAKE (LOT #24) MODEL: 1833 F1833- 01 PROJECT#: R5025.024/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA D E: 12/11/18 qk�AT UV A5 TRUSS BEARING HEIGHT SCHEDULE 8'-8,r ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED or 0 HUS26 HGUS26-2 EQ HGUS26-3 OD QB CONNECTION HUS26 © THDH26-2 EQ THDH26-3 (D) RT16A BY BUILDER I rfi r• APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT Faffam N 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 —_ TITLE 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 drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. . . . ........ .. WARNING ERECTION BRACING IS NOT THE RESPONSSILITY OF TRUSS DESIGNER, PULE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADNCE REGARDING ERECTION BRACING 'WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE "BCS-01 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAWNG k BRACING METAL PUTT. CONNECTED W WOTRUSSES- (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E..4 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 r7i HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor: 1.00 Wmd Load Duration Facto : 1.60 Mean Roof Height : 15 it. Brian M BIwMy Struct Eng p6051 2590 N. ICINGS HIGHWAY FT. PIERCE. FL 34951 f772T 464-4160 trusses shown on this layout are a component part N — of the building and show truss location. S _ Proper erection, temporary and permanent bracing design �SOMJIERN TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COMPt1NIE,S, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 I1011AL UM V-o" 15/25/2017 1 dhc