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BUILDING SITE PLANS
CONCEALED FASTENERS OR ATTACH1Ei I ARETHE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, LE COPY A A!iiV s g '118 INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 5 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX O O- O 1 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 9 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS i omit yanhomes.com TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed"TopograL3hic DESIGN . Frost line DESIGN UNDERLAYMENT FLOOD n FREEZING ANNUAL LOAD (mph) effect�k CATEGORY` Weathering depth" Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMPI N/A 160-C N/A Negligible N/A Very Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 1ST FLR. LIVING; 1,452 SQ- FT. REVISIONS 6TH EDITION(2017) TOTAL LIVINGS 1,452 SQ. FT. *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP 10 GARAGE 393 SQ. FT. • CONSTRUCTION TYPE — VB ENTRY 19 SQ. FT. • MIN. INTERIOR FINISH — CLASS C PATIO is SQ FT. •BASIC WIND SPEED — VULT = 160 MPH V — VASD = 124 MPH TOTAL 1,862 SQ. FT. RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C CU51C VOLUME LIVINGS 12Ao32 SQ. FT. *I —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA p CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47' =4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, 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. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII ��oOamom� E 0 SVBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 xxx00-01 PROJECT#: R5025.002-00001 PAGE: SCANNED BY St Lucie Count COVER SKEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA S D TEd• 11/28/18 SCALE: 1/4"= V— O" SHEET C S 0P' RECEIVED P V :18 ST. Lucie county, Permittim .Z �0ww J W W 1 W W U of Of 32W 9 0 0 Cr a ®m 0 J > Js Z �a13 ..n ej a u! W = 3 �x� �waWm5 mw j!)0 zLU ®W no a� � M Z O �b �W �a W M aZ p0 Z Z <W M 0 Z ul a +n CONCRETE 1. 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. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 8TH EDITION (2017). D. ROOF DEAD LOAD D.I. FIBERGLASS SHINGLES 17 0.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT(GCyi) 0,18 E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS f0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI 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. 3. 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 4. 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 ANDAOR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECTIENGINEER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLEL" BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR COWITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALA EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,2.1.2OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11, ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. 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 R312.2.2 OF THE FLORIDA BUILDING CODE RE§IDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN jOO PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER TpAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PEF?MEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEIUNG ASSEMBLIES, ROOFICEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOY TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723. PER R302,10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN k7O2.4.1 OF THE FLORIDA BU1LD!NG CODE RESIDENTIAL 6TH ED (2017).. GARAGES AND CARPORTS 1. 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 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DF@-fTLY 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 NO'T 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 &ODING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MR SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE.. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE T-O" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y3 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 SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY (ENGINEERED SHOP DRAWINGS, 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'IP. 7, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. B. 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 TMS4021ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R608,2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2, REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3, CONCRETE SLABS ON.GROU ND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE. FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m") IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4, ALL VERTICAL REINFORCING MARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR RENDS 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" E CONCRETE EXPOSES To EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPO88D TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 34* D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1% 7 DO ROT GJT OR DISPIACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (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 E0-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNE 6. OUTLETS FOR DISHWASHER IN KI%HEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACL€ OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1, NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 0.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: El 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 BSTRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO: RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP*2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R8027 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" OSS EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER). THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 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 (92.9M0. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 16OMPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O,C. I @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906R * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATUR€, 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'/V PVC (SCHEDULE 40), INSULATED WITH W" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/4' 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 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MR INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND. SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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 144:L N. KUNALU KtAUAN ISLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 Ly000vvvvoo& ITJBDIV. & LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 MOO-01 PROJECT#: R5025.002-00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 0 1)/ATE: 11/27/18 CALF: 1/4"=1'-O" SHEET G NOF 9 SECURE STRAP TO CONC. W/ (2) 3/16'x2' TAPCONS 3 1/2' TI CONC.SLAS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. POLE ON 1/4'xh' DIA. BASE (2) 1/2'x&' A.B. 6 9 11-411 A BOLLARD DETAIL + 2 'VTR i KITCHEN Sr AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES SCALE- 1/4 = 1'-0' 711 room A R C H I T E C T S Design r (U lyinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 �I"IIII"I o�0v0vvom� STJBDIV. 8c LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 moo—o> PROJECT#: R5025.002-00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCMTECT (STATE OF FLORIDA Gov � ATE: 11/27/18 CALF: 1/4"-I'-0" SHEET OF j A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www, a bd es i g n gro u p. co m AA #: 0003325 �I"IIIII'I �o�m0vom� E 8 Cd E 0 L svBDIV. & LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 xxxoo—o1 PROJECT#: R5025.002-00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DjjME: 11 /2 7 /18 86ALE: 1/4"=1' - O" SHEET 2 OF 9 U1ALL LEGEND 0 8'-5' BLK. BRCS. SHEAR WALL SEGMENT WOOD FRAME 5AARING WALL INTERIOR: 2x4 WALL IV O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. PREFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 s ® 24 O.G. OVER FOIL 24' O.C. MAXIMUM, UN O LOTT'S CONCRETE P.D. BOX 7712`3 WINTER GARDEN, FL 34777 PH, (407) 656 112 LINTEL NO, LENGTH TYPE COMMENTS L-1 11'-4' 8/28-5-(I,U/(UL IFFESTRESSED L-2 4'-8' 8/22-8-MURO L RECESSED L-3 5'-10, 8/I6-a-MUMIL L-4 4'-6' 8/24-5-(U,I/(01 L-5 4'-6' 824-5-(I)UKO)L L-6 -1'-6' 824-5-(I1U/(UL L-1 4'-(0' 824-5-(LU/(01 624-5-(U ROA. L-8 4'-6' L-9 4'-6' 824-5-(IUK0JL 824-5-(IXl/(OL L-10 4'-6' r' LLL ,i li L-5 lc^sT•lCRETEA LINTEL SCHEDULE L INTEL NO. LENGTH TYPE COMMENTS L-1 1l'-4' 8F28-I5/IT PRESTRESSED L-:'. 4'-6' M'22-05/IT KCESSED L-3 5'-10, BFI6-05AT L-4 4'-6' OR4-05/IT L-5 4'-6 M4.08/IT L-6 7'-6' 8F24-1B/IT L-'1 4'-6' 8F24-08/IT L-8 4'-6' 8F24.05/IT L-TI 4'-6' 8F24-08/IT L-10 4'-6' M4-06/IT O RE5 L-4 EGCsRESS LINTEL PLAN - ,SCALE. 1/4 = I'-0' 25-511 ECAESS A R C H I T E C T S 4Design Groulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 so r �v�mo0v0om� SVBDIT: OAKLAND LAKE (LOT 2) MODEL 1452 moo-o1 PROJECT#: R5025.002-00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA to "ll " DATE: 11 /2'7 /18 SCALE: 1/4"=1'- O" SHEET 3 or SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS L `Swan-��wm' GsRAV ITY EF0 o eFl oc eF6 D BF 0-68 5-44 ®B PF9B aB b"a_DB OVERALL LINTEL LENGTH BBB F29-I& M-2 5 BITS 18 EF92 IB (TYPE GG LINTEL) Fe IE D BF2Tn iIz c, J 9 63 6¢ eC 4 -BD TTI¢ Si Y-B"TO 3'-0')PRECAST) 1231 306 4a¢5 611 r1 e© 541 89 4 B5„' la3'4 zs BPIF_ - el T 3-1' TO 4'-®' (PREG+4BT) 1966 t6 3 +6p5 61 l5-T 89l :3 4 IP59 1 S-aD 11609_ 6 44 TO 4'-6' (PRECAST) 1593 ]leg 9 431E 613 aR I9 4l I 6112 56a Irz] I 12"4 6b6 80' 4 4" 4'-T TO 6'-4° (PRECAST) @n 166 361G 36 1 151, 1343 a9-i^l es 9 091 8133 3'Jffr le a .41E 5'-5-TOV-10'(P@ECASTI I061 11d8 =- @ Rlll 34B0 ©6 R rT5191 8.98 r aG 36 5'-II' TO a'-b' (PRECAST) 99B loll IN, 163 -61 e 6 PJ IOf DL 3191 08.5 _ r366+ TO 1''6 (PRECAST) 743 96 6 .6. 4 b'6l T _Ib 691G - rSJa" Imll n . 2661 3 Ea 6 1'-T TO V-4' (PRECA6t) BB4 154 64 .6 a 1a 639E 9'-5 TO 10'-6' (PRECAST) 4l5 A 0 - 66 5 L I54 2 2 T 19d6 M1 68f 2 641 _ l N 4 a "Or, 3. 10'-T TO II'-4' (PRECAST) %R 11'-5' TO 13 -0' (PRECAST) 337 40 ftSeT3 `TF 153 o lea1D 416 sl e_ 7% 11'-I' TO 13'-4' (P@ECABT) II 0 5 l.A Iz 14.6 � I SB ).S ILL 'In cs9 IS .5- TO 14'-& (PINECABD 279 41) `0-6 IJ'L+ \R \R R @6 6 LC C liT hF 2E5Z - V6 ITO W-C' (PRESTRE%D) E NR s_ 93 ' ,3 0 N NF Nft 19e: 245 l'! IIR �5D ? 211 14'-9" TO 15'-4' (PRESTREBBED) NR 10 NR 33 ] SB R R 20. N2 f 75 ,03 NS 15 -5' TO n'-4' (PRE0Trg88 ED) NR as 4P 96m C� b2 'b a I._ I?9' _ n fir R'-5' i019'-4' (PRE6TREBBED> NR 3> 420: 5O NR NR N la9' 1 B \R 1 GF �u N3 n1s n. _ 19'-5' TO 11'-4' (PRESTRE%ED) NR 99 NR NR \R C4^ 114 e e UTI NR 11'-5' TO 11'-0' (P`0NIM NP) NR ly5 ql5 2 0., r IO41 :2e, f n in, a1'-r TO24'-V(PRES7R81ep) NR ly9 39'L 'S0 654 ii &i9 I"J3rz IIaS ,All11.1V --- UPLIFT LATERAL OVERALL LNTEL LEI BFB-I DD2-R Pile T P 3a-1-_ EPr4 T 6'29-I1` 'k BF31.IT &IB WE RCMB eFe-2T SFa-Pr EFi6 r G-'a 2T H24!T 6 5 �'_` 4 4e9= : :b3 - e7YPE OF LNTEL) 156 6132 1001 1025 1024 INS 6' 5 e5 SOTS DABV T-B' TO 3'-6' (PRE 16'a ]E3 - 26 26 5 90 � 4 9 D Z6Z BI _= a 165 163 Gas TO W-0- (PRECA6T) IJ63 3a5 39 a Bb �5 m '� l5 _ 4 9 6 C 411 037E �s NI 1013 4'-1' TO 4'-6' (P�CAST) Aml 20,x llal 3i151041 II va e36 _3 Il 5 2i7 E36 339 6 OtID' - 3 4111 3961 961 5319 i'-1' TO E'-4- IPREGABD 6_ bny m 411 41 143 I - 45,1 3 m ° 340 339 616 5'-5' TO 9 -10' (R€CABL 0 6bl _0HP/ '+96 310 21 156 a9 2l9 ml B6E In 3 20 5 139 5'-II" TO 6'-6' (PRECAST) 935 B39 ". Sol 121 AGO 6'.1' TO l'.6' (R3ECAST) 7T 1 721 0 6 IG.e4 rz5 136 4 16241G-361b 2 .I 241 44 534 363 ISmO 326 5n. 230 1-TO 9'-4- (PRECAST) 5a D 0 ,30 gb 136 Ib 3 15, l 95 )SG 12 fib I TO., DID 1 6Gl 1942 r372 164E �4DO -¢ 3e 1 2294 . m 5 9'-5 TO I0'-b'(FRECABD 2346 - 204 40I ISO 10 -l' TO 11'-4' (iPR<CABD ,ii, A34 - c0 1513 9b 6i A I'D' 2 B D 260 02 154 - '41 402 131 II'-5' TO I2'-0' (PRECAST) Sao 940 130± 15 0 y 35e I D 50 114 46m 1Eo 1594 &bn3 Ba 56 e 425 �Il 106� INS 1" 105+ I 6 oA I4EP. 20-5 10 IBB1 1rzm eol _ 11l 2m5 qy 12' I' TO e'-4' (PF£CA6T) <18 4g8 324 ING 110 100 13 -5' TO 14'-0' (PRECAST) 3 4 40 1' T014'-B' (PREb1RE%EC) 3� 46 - p(p z 399 66 hhh - 3b8 66 all 98D 6z1 a 103 1 3 .124E 91 134 0" 66b tt NR IN a14 170 TO 11 l E9TRE69ED NR 299 'SG 933 IB1 40 ��I 6 E 615 6na�.'z NR. 194 64 To n'-4- (PRESTRE%ED) _„c3 '6 $6 +40 ✓j iy 16Y rzrz9 94b 54T 64l 141•" NR 140 B2 I1-5'TO 1V-4'(PR=6Tr£BBED) b23 lu 204 30l 393 4B0 D68 6"19'-3'TO �. �. . 21'-4'(FTEa7RE05ED) p1 Em 2$ 379 1463 I 946. ILaw I LIB 40 ]I'-5'TO 22--0'(PRE9lREp0EDJ 04 ITS 2.1 N2 4B P 12'-1- TO 24'-0- (S REED) ASTMETI LINTEL SCHEDULE MATERIALS I. f'a 8' precast Intel = 4000 pal 2. Vc prestressed lintel = IS 000 PSI 3. Grout per ASTM C41f. f•g = 3000 pet w/ maximum 3/8 inch aggregate 4 8 to II Inch Slump 4. C CCrete Masoevy Units (CMU) per ASTM CW w/minimum net area compressive strength = 190E psi 5. Reber Per ASTM Ab15 grade 60 E. Preetrawli ng strand per A5TM A416 grade 2101oe rel8xati0n I 1. Mortar per ASTM C210 type M or 5 fxENERAL NOTES L Provide full mortar bed and head Joints. 2. Shore filled Ilntety ae required. 3. Installation of IT lmply ust cowith the ancFYtecturaI an Structural documents. 4. U-Lirnele are man acwred With 5 1/2' long notrhhsB aacrblmncoste vertical cell reinforcing atpd grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure f§r Iirltel dFlection Information. S. Bottom field ad rebar be located a the bottom of the INo l cavity. 1. 1/32' dianeter wire_ atlrrups re welded to the bottom steel for rifts anchorage. r ad in .eta na ba ovld epd lace concl' a. ca P -P co111poaite lintel In'-e,4 of concrete masonry IIDtis. 9. Safe bad rating based On rational design analysis per ACI 310 and A( 1 530 10. The exterior surface of Ill installed in exterior concrete Ijl9aorry Walls al have a costing of Stucco') pplied in accordance with ASTM C-296 d than approved coating. IL LMnels loaded aim neoueNy with vertical rtl;ontal (gravity or uplift) ho(lateral) loads aFewId be a For the combined loading with the FO Wk )equti aon: ARplied vat'cal'I adntal o i I Id SLID Safe vertical load Safe horizoload 12. Additioral lateral ]did capacity can be, obtained by the dee''',gner by providing additional' reinforced:conQete Inaeonry above the lintel Sea detail ai right: i, SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE R' OUR TYP 2) 5 REBAR •• GR40 or GR60 s a 5.4FE LOAD TABLE NOTES values bas04T!,on minimum 4 inch T. For cortipdslte lintel heights not shown, use -are nominal bearing. Ek ti n: Safe icl for unfilled load from next lower height shown. Iintele must be redt10%.lcedrtng length is - 8. For Itntel0 Iength6 not ahown, use safe load from longest lase than 6 Ill inche6:- {�°f next al shown 2. NR = Not Rated / S. All safe loads in units of pounds per linear foot Safe loads are supeAmpoaad allowable loads. 10. All safe loads based on simply supported. 4 5c:e __-__ OSSEO On e,4de 40 or grade 60 field span. , _ il. The comber in the the parenthesis indipates the 5 Or -6, be s_c=tiiu",-d --o- :ao 5 rebars percen red Ction For grade 40 Field added .,`,,,�� a El c - -is' -_ err '+ .T ,r•r:' "4 .I Z .;f "`wa'Ryls'• b. Tre o _ = mac eve .._ e mntS- c wasc= _ 8"PRECAST W/2'RECE56 DOOR U-LINTELS SAFE LOADS (LBS/FT) _. :� safe !cad -_ oy calculatlno : c (�5;. DBe Fc h e'�'�/"•' i_:l /ITY p.£%4eL L.11B. 4JEBCs� (ttFEUa LF. till a1gB-�jWe`4%. "R'B ll9 Ib3 As"Hilll efB�CrEE4Sft•<i a6 335E 3063 369 31Bm ] 31 6306_ 434E 3968 66 aP, _ g946 649E IN, 5 14 690 _ 3 6 TO4-4'Arille ST) 4 5-TO 4'-B'(FREC 5T. 1491 696 I'S6 606E 4 0895_ 4 l' TO 6'-9' (PRECAST) 066RVINAERS 910 ,To ll6 2.11 283° iqm o - 160E 112E "" 164E ;-. 1311 t 951I ) 00 Blab ' D '-1m°( casT) 6'-9 T 5 PRE elm B69 W59 )+, +, 5 II' TO B'-a' (PREQAB9. 15, 9D 901 1625 &" °D 9P 31E6 3 2m a 9 1459 504E 5,^..6B 3 6 ID ll4l 1 l99 ,t 5l4 9446 113E 13ba 1049= 56n 6 -9' TO T-6' (FFECAB}) 669 T5 LSE- _ BS 10B93 T l TO 9 8 (FRECA6T) 44 526 999 1468 :5- ='4153 329 qDo axa - a anco 1 nonS /1 Rb/FT) AlPe UPLIFT OVERALL LINTEL LEN67H BR= 17 BrSb-li sRFH-IT &FIE-li BRFS2-rt BRF26-IT BB30:IT Sal B 6` Sol (TYPE OP LNTEL) 866 2- DeP I660 2961 3056 9T51 4465 514E 15B 15t 104 3'-6' TO 4'-4- IFRECAST) 905 166b �'.'.. 1961- t;L9 `' 9 I ` ' 4F4,4T- '"'-'.. _ - ab va. rz 293E Fm 115 4 49 654 693 1013 4-W TO 4'-6'IPRECABT) - -B61 1604 -' 31T2 1933 _ b 5 .69IT,-'326 5 259._ n9l 3601 4216- 4943 4'-T TO W-B' (PRECAST) e 4 B' 991 1854 5B2_I 3911i" 400 401 B99 5'-9' TO 5'-le' (PR'CA6T) _'6 _2326 6c3 I2Dl 146 2153 655 I<35 IV..e t 225E �.rz9 2l3• 3.BE 399 9B3 3BI tiW 9 153E 19e^4.B 5 333. - � n35 165 464 5 II' TO 6'-B' (P�CAOL -1 1® gB9" � 13ID 1 199D: �a6 l Ir a� SE6 � B°° �164 l65 jq� 660 101i 13a6 420 381E D329 6-9'T01'-6'(RECABT) 66� 266 56- 6l- 96' 509 614 963 2968.". .1 -V TO 9'-8' (FRECASD 1H` 1 80 rot 2016 2391 ' 3T0 49m 214 -.axmum resist no o s ear a a-�__y om orte Of support 1'P1= DESGzNATON 5 REBAR AT TOP MIN. (1)REQ'D 1-1/2, CLEAR: J F = FILLED WITH GROUT / U = UNFILLED 3 •V w a CMU ANTITY OF '5 REBAR AT j�BG�OITTOM OF LINTEL CAVITY IF1 c5F1&-15/7 1T L-QUANTITY OF REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 0 z_ Ih p • i4 GROUT n _ Z "5 REBAR.AT BOTTOM • . • OF LINTEL CAVITY BOTTOM REINFORCING 7-5/5'ACTUAL PROVIDED IN LINTEL CVARIE9) 8' NOMINAL WIDTH TABLE No, II SAFE WORKING LATERAL LOADS (PLF) B" x 8" LINTELS. LINTEL BYE LATERAL fPtFl LOADS LINTEL eAFE LATEPAL (FlF) BI ODDR HEADER PLAN LOADS 8`DOOR HEADER SOLID total Lail Type ioI<I U-10, N. BYE' RAM 6'x0• SOLID 2'-I0' Ran{ 1BN 3564 3'-1. Po l II loll 3'-1. Reset I" 231E 4'-0' R•Oa. NO 1671 R..t S44 all 4'1 Rscaet Bel 521 Ream SEE ass 4'-4- R.Olet 10 INS 4-6' Freak Sim,II63 4''V Pil l 659 11e5 5'-4) PDoet 6" INS 5'-8. Metal NO IIl1 PlPat 543 1105 b'-B' P'Bwet 904 %4 T-0' Raoeet 4n l01 ReaN 634 1964 P9odet 60 12e0 B'-8' R6caet 3% 664 6'-B' Recast BIG 110Ramat 7B6 535 1'-6' Recall 446 935 1'-1. R.A 43 N4 B'-0' Baas 301 ON B'•4' PrexAt 354 10 Rea¢ 1TI ESE 5' -V R.A IV 453 II-4' ReuOt MIS620 Q'-0' RacdaL 64 545 Q'-b' Reset 143 BN B'4' Reset 116 AN N'-0' Preceet 99 391 141 "Inaaesd NA N1 RBBVaload NA AIM M.4' Pn%mxeed NA 2E M-d' Reetrme� NA ❑6 20'-0' ReBUaeBd NA 59 ]I'4' Pre6eaeW NA BI 91'-4' ReWeeeed NA Q0 Rotrseed NA 93 NR• Not Recommended LOTT S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 F Nita r 18, 18, 8/8-5-0) 05/(0) 95 8%6-5-(D #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL �-- PLAIN OR SOLID LINTEL 18/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY gtiNERAL NOTES: I 'CODES J. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION /2011), SEGTIDNb R4022 a R606 FLORIDA BUILDING CODE RESIDENTIAL, IS TH EDITION (2017), SECTIONS 19012 4 2107. 13, BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE (ACI 316-08). A AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (A50E 1-10). §: CONCRETE: §II. CONCRETE COMPRESSIVE STRENG1714 AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.L2. PRE -CAST W/PRESTRESS REINFORBGEMENT-6000 1-51 2.13. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/S' AGGREGATE, 8° TO W SLUMP. 22. REINFORCING BARS: 221 STEEL PLACED IN PRECA8T LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM ABS (GRADE 40), 23. PRc'•6TRESSED STRANDS A57M A416 1-WIRE, STRESS RELIEVED 210 KSI TABLE W. I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS.(PLE) LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL AFILLED GRAvlTY CAPACI7Y(N5L GRAVITY CAPACITY NDAW GRAVITY LAPAOTY Tint. ilnU )FLIP CAPACITY (1I5_fIAB UPLIFT CAPACITY OYB, OnU 5017 BAR TOP BAR 2'-10' F-6• Piial (21ry (119 4245 TBa9 INS eaS b000 S-6' D.2' PRECAST IV (2m 2415 Val 301 4815 405 4'-0' 1'-B' Flall (2)ry (2)n 1In 2111 2111 3N5 39%. 4'-6' 3'-Y CART (D ry (2) V 1543 116E 216E 2609 7608 4 8' 3-4- PRECAST (2)9 f])ry 1252 2011 201 2421 1411 5 4' 4.0 Fill 0`3 (11ry b06 1651 WSl IBIO lest 5 @ 4-6 FRECA6i (2 5 (1)ry B60 µ33 1413 141E 160E b d -9' PRECABr (Vn 140 QB3 1283 QI6 1405 b 6 2 FFEUBr eV4 (D4 (Dry 110 Q32 1237 1145 1348 6 B B-4' PRECA81 (2)4 (2)n 682 154 IN 1001 I795 1 b b'-T PRECAST 1R76 (ilry 57@ 991 991 815 001 1.8 04 PfECABi (214 (11ry 551 °59 SEE IN 1041 is B-0' 6 1. PRECAST (2/V (V11 55 Sia TV 9B4 B4- 1-0 PFELA67 (2)al (1)ry 48B a51 851 640 93l 9.4' W.I. FREI W-4 (Wry 416 126 126 4a9 ISO 10 b 9.1' P4ECA9T f114 I'll SN 6w bis No 613 II.4 10-0' PRECAST (1)5 !L9 915 56t 561 311 601 12 0' 10.8 PRECAST (115 (315 291 525 VS 111 561 12 6 II -2' PRECAST (215 (119 211 4W 499 261 SQ 1,4 Q 0' PRECAST WS (2)5 255 as 458 114 442 4-0' D B PRECAST r2)5 WS 239 430 430 So 3Y 13.4 POSS1R%ED (2)4 (i)9 NR 65 418 230 446 15-4' 4-n. PRESTRESSED (1)4 (11ry NR 319 319 210 AM IT-4 N•-0' Ffa!BTRESSE) (2Y4 (2)ry NR 2eB 2W W3 311 9.4' IB-0' PRE511WEIND (215 eVS NR 714 i24 131 254 201 111 iRENED M5 WS NR 7M NIT M 231 114 11.1 PRESrfEBBED (2)5 (2)9 11R nT n1 101 208 110 20'-8' PRESTE68E (2)5 (2)n NR W4 W4 100 195 24.0' 22 -B' PFEeTRES9ED (1) 5 MS kR 32 81 84 N•3 NR- NOT REOPTIEIJDED TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE Ul STEEL GRAVITY CAPACITY (05L n,5U GRAVITY CAPACITY (115L fInU UPLIFT CAPACITY (In -(ITN ULF1 C4PAcYr (InL(1)5U 80iiG'I BAR TOP BAR @ n)ry 3 6' ]'-1' PRECAST (1)9 (2)t INS Owl 1000E 10Z60 4 0 ]-B' FRE CART ;Ury (2)ry 5503 10ID90 1000E sees 4 6 3.2' PRECAST f1)ry (1)9 41p 1000E 8541 10aD0 3 a' PRECAST (1)ry (1)ry 3l°B 1080E tB38 ]ww a4- 5.4' 4 0' PRECAST f2)9 (21ry 673 1000E 5138 1000E 510 4-6' PRECAST (L9 (2)ry 5016 B1@3 4661 E44 b 4' 5-0' PRECAST (2)•4 1 6151 6152 3B61 T47 6 b 5-,' CASs (21 .4 f3)9 b35m 615E NA5 659E 54' PRECAST tv, 111ry 5816 5816 3441 694 lb 6-7' FTECA6T (V% 4312 4311 206 450E 1.8' 6.4' FTEGA6T (21 V ( 403E 409E taw 4 52 -8' PRECAST (V) U,1 313E 313E 12T0 388E B-4' T 0' PRECAST W4 My 3410 342E 2018 3561 9-b' B'-1. PRECAST P94 2194 b 289E b-6' 9'-1' LAST 0)V (1)4 !]Jry 22B9 11'-4• b'-0' PRECAST (L5 (21 E BS4 n 854 103 1031 100E tl'-0' b-B' LAOT @)5 (2J9 ITS ITS 910 4Y28 11'-6° II'-]' CAST (V (L9 W61 1661 626 1101 13'-4' 12'-0' LAST (2 (99 Bel 1501 113 1474 14 0 I]-B' PRECAST WS 2) 139E 139E 636 1313 k e 1T'4' PRE6T�BSED ( 4 (2)ry IBIS IB93 5B1 1131 B 4' µ-0' PRE6iREBEED (2)4 f21ry 4 1124 536 105E I1.4 W'-0' PRETEENS[) (2)4 (7)ry 133E 199E 4n 82d 194' IB'-@' S11ff08ED MIS (19 i¢53 3 334 659 20'-1. IB-e' PRE011ff90ED. f2)5 (719 0t9 79 311 615 2I-4' 20'-0' PEES D (3)5 2 052 3i3 540 71.0' 10'-8' TRESSED (115 (D TS7 '1ST ]5l 501 14'-0' 9'-B' FREBTRE fL5 3 669 6 115 415 TABLE N.. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 240 COMPOSITE 'LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL GRAVITY CAPACITY (OnL em GRAVITY CAPACITY (115L arSU UPLIFT CAPACITY OnL (I, al) UPLIFT CAPASIM (IRO N] 501701 am TOP BAR 2 10' I.6' FRECABT ry _ ) ry I100" b@00 9 6' 2-2' PFEDAST f1Jry f2)ry SNI w000 I 1000E 40I 2'-B' PRECAST fiJ ry. (Dry 613E 1000E Im90m 10M0 4 6 III PRECAST50T4 (1) ry (1)ry 10000 1008E 10000 4 B' 3 fLry (D9 10000 907E 5 a' 1 4 0' Nin PRECAST (119 (11 ry I4615BSM 1658 be¢0 1061 wee I0000 5-10 d b PIECA97 f2)9 (2)9 6731 allow SIAS bw00 6 4' 1 5.0 PR5CA51T (3)4 (2)9 5101 1 b0c, 4154 948E ' 6 b 5 5' PascAl (])'4 (3)ry 058E 1090E 01 B913 6-B' 5 4' CAST (]Y4 (Dry 8114 SIB1 4191 8420 16 6-3' PBELAST (2)4 _ (2)1 6235 1 646 1 W41 6411 1 B' 1 6-4' Pill 1 (2)4 a)N 593E 1 6074 1 Ill 6163 B 0' I 6'-B' PRECAST 1 (2)4 21ry 5361 5961 2823 559E B 4 T-0' PRECAST (A4 IV 4831 4951 2 1 503E 9'-d' B'-0' PRECAST (1)4 t2 ry. 3716 3116 PA2 3B50 10'-6' 9'-]' RECAST (2)4 ( 2931 253i 152E 303E II'-4' 1'-0' 046T (1)5 V (2)5 2553 3 1i19 2604 10'-B' PR T 1 )5 2141 280 U 111E 22T1 tl4' PRECAST 0)5 (715 (2)5 2147 fail 108E 13'-4' 11- tl'-@' PRECAST 7)5 t115 S 19]6 526 Bel W21 µ.0- 12 V i (W5 (D5 111E ITS 1B1 IM5 B d STRESSEDf2)'4 (). 1343 INS653 11B 15.4 14 0 FIEBTRESSED W-4 (1)ry 1136 2136 596 111E Il-4 16-0' PREmias ED (11ry 165E 165E 464 91B 19 4 0.0' a iRE89ED W(11S (2 190 1 131E 311 IN 10 0' 11 FRE51Ff%Ep (2)5 -(V) cis 2IS 4T 6E6 Vd' 10-0' il�89ED f2)9 (])5 lab 1062 60 12-0' 70-8' Rff01REEfiED f2)5 (1)9 VW 2%. BEE 14 0' 12-16 PgBTRE00ED f715 (1)9 _. W4 824 139 411 TABLE Na. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 25" COMP051TE LINTELS LINTEL LENGTH C-10 SPAN LINTEL TYPE LINTEL STEEL GRAVTY cAPAOTY (0 fli GRAVITY CAPACitt (Ii (LPN UPLIFT upndTY llnL III UPLIFT c4F4:rr flni. (21511 BOTTOM BAR TOP BAR 7 b'-b' C i (1 9 P)ry 1000E 1090E 000 Ziaw 3 6' 1'-1' PRECAST f2)ry b908 1 10090 1I0099 10PP2 4-0' ]'-B' PRECAST (2)ry (i)ry 1916lacce I 1000E I ical 4 6' 3 3' CASs f1)9 /71ry 60m1 w000 1008E 48' 3-4 PRECAST (1)ry f1Jry 550E 1088E 1000® 1009E 5-4' 4-0' CA5T (119 11Jry 1 aw0 836E 1089>a 5.10' d 6 PRECAST (219 (3)ry 738t 10000 6806 1088E b 4' 5.0' CASt (D•4 f21ry 1080E 5641 16t900 6 b' 5-]' PRECAST f1)•4 (i)ry 1098E E3b 10D90 6-B' S4 PRECAST f11'4 111ry °698 Saw I lob' 6 -1' PRECAST (D 14 (11 ry T408 9961 384E 1653 l-e' 6'-d' PRECA01 (LV (2)ry t054 SINS 3663 1326 8-0• 6'-B' PRECAST (214 (2)9 641E Isel 666] B-4' 1-0' PRECAST (2)-4 (2)ry SB64 699E 3031 6091 9 4' 8 0' FREGASI (1)'4 f2)n 4561 SON 2355 0 -6' 9 1' LAST ()•4 1 (1)ry 353b 3844 501 3 6311 / IL4' 10 0' LAST (D5 (219 529E 32°.0 521 309E I2 0' w-e' RECAST f1)5 3)9 3938 1938 836 it33 Q PFEWi !])5 R)9 11W 1118 Qn 249E B4' Q'-0' IiEllaT !I)5 (])5 24W 24W w49 1168 µ'-0' Q'-8' PfEC'A6i (2)5, - )9 4 2 W 93l 19d1 - µ`$' B'-d' FRES 14r' (1)ry 1BTI 2616 '289 I 166 116 663 431 a 4'-0' PRE5TfdB V ll`' n'-4' W'-0' PRE57RE58ED l3)•4 (2 20]3 1023 55 me2 - I9'-4' IB 9 FR-5TRE55ED (1)5 f1J5 WOl 160t 4B e . �_5 �NEP fL5 _=c.c-(315 (3) k96 k96 3% rb9 (1)9 E05 Bff B09' :0 6 P -al (2)9 Q]I Vlt n 629 _ P5TRE55ED f115 '(2)5 bH bib 166 5T1 TABLE Na. 6 REINFORCINg SCHEDULE & LOAD CAPACITIE5 SAwE WORKING LOADS (PLF) 8" 32" COMP051TE LINTELS LINTEL LENGTH CLEAR SPAN Li TYPE L44; STEEL GRAVITY CAPACITY IOAO nnu GRAVITY CAPACITY nnL (LPN UPLFT CAPACITY r1nL anti UPa1FT CAPACITY nnL (anti Bal B5f3 TOP BAR 2-0 1'-b CAST. 1)ry (1)ry Off® 0@� 0 3-6' 1.2' PIR:GA6T r1)ry 000E 10090 mOm@ 1000E _ 4-0' 1-B' FTECABT (31ry (])ry (1)ry mE 694E 10@90 1009E 1000E 1090E Im@Oa 1000D 4-6 3-3' PfECAST 111E d-B' 3-4' PRECAST f7)ry (11ry 6364 w000 1000E wow 5-4' 4.0' LAST (1)5 (1)ry f2)ry 1090E 8643 1080E 199mm 961E 1076 woo 1089E 5 b 4-b' f:A67 (1)9 6 4' S 0' PfECABT (114 (y ry 1000E 1000E 651E 6-6' S1' PRECAST (2)4 (1) 100D9 b000 6155 iww 10@00 ..a 1 5.4 PRECAST (11 •a (219 a9m0 10®®® 5811 1006E 1.6' 6-7' FR:ClaT (11V (7)ry 86BI a000 a4b5 8916 1-5' b-4' PRECAST (&V (yQ B@ Im800 414E Me S 0' I 6'-B' I PRECAST (114 7) 1436 I@090 3853 T2 1' l-0' I Pal (21Y 525 1000E 3516 106E 8-0' FIELAST (P)V 0)9 (1)ry 5193 6983 2131 b-6' 9 2' PTELAB T ()4 3 ) (2 ry 4221 4240 K' I@ @' CASs Y215 (2)5 6111 4221 4111 nO n63 NNS, °593 B' PREC?Si_. f1JB- (D5 311E 3412 L411 Q-b' II.2 FilE6A5t Z1149' 34Q 9412 1411 21 189E B1' 11 0' FRELABt1 I'll - (])9 2S% 2998 121E 751b H'-0' I2'-e' P.EGi <Ns (ll9 2131 2131 10B8 2160 'I'll 13'-4' PR:S'IfE56ED r114 (21 ry 3231 N31 14S 140E 5'-4' 4'-0 PFESTFE EI f314 (1)ry OHS 1S45 N3 1355 W'-0' PRESTRESSED (])4 (fin l 80 21 ax 10•S 1.4' 161-0' Flq BTFE%ED r2)5 (1) 51 SO 426 844 20'-m' S'-8' FR51RE%ED (7/5 (3)5 WBB 100 397 IN 21'.4• 1 20'.0- PREb1RE,NE) "(31n (L9 1413 14t3 340 6 14'0' )1'-B` FFE9IRE%ED (ID@ (119 141 1 114t 1l4 TABLE NO 7 REINFORGNC SCHEDULE & LOAD CAPACITIES SAFE WORKBNG LOADS (PLF) B" X 6° LINTELS LINTEL LEWa1H CLEAR $PAN LINTEL TYPE LNTEL STEEL PLAN GRAVITT LAPACFY (m)SL(11511 cNANil• LAPACM fl L(115n WILIFt CAPACITY fin (1nu UPLIFY ' Dt,T nnL(2*11 e@rr9n eAR I rw eAR GitiBM1' CAPACITY -6 3'-1' 2.2• PRECAST N)o I Mq 1 50 IB65 was 14BD ]4B0 4-0' 3-B' PRECAST f] ry ('t)ry 113i µ70 HIS WIN 1863 4-6' 3-1' PRECAST Ins RI RI µBE 140E 4-B' 3.4' PRECAST (2)V B96 Iql Ne IEES ON 5-4' 4-0' PECASi (] 5 ) 659 930 930 IIµ Bµ 5-b' d-6' FTELASi Nis Mn all WE ll9 930 all 6-4' 5-0' PRECAST. ( 4 (2m 4% 147 lot 115 eR b-6' 5-' RECAST 4l6 T9 T9 li0 Bt0 1-8' S-4' RECAST 1) 2)ry 458 693 694 6Ba l90 PRECAST 4 l71ry 3B1 5B6 661 1-B' 6.4' PRECAST f (11ry 315 568 499 �609 B-0' 6'-B' PRECAST f) (1 ry 353 B30 536 411 B-4' t-0' PRECAST (1 ry 334 501 50I411 5t6 9.4' B 0' PRECAST 2)ry 256 435 b35 316 454 0-6' 9-2' FRECASt (2)9 245 311 3l2 IT, 3 II 4' 0-0' FTECA9t ( (1)9 20 ME Nis Eli 338 Q-0' W-B' PREG48i (1)5 (2)5 101 19' 202 ITS Ply 12-6' II-2' CABi (2 190 343 1 81 4" 5-4' 12 .0' PRECAST 5 151 51 57 L'O IBB 4'-0' IT-8' PRE i (D5 f l 16 WD WI w9 51 SABLE No, 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE W02KNC LOADS (PLF) B" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR WM LINTEL FIFE LIMEL STEEL MULLED GRANTT CAPACITY GRAvItt LAPACItt Il (0np GRANtt CAPACItt (U9LN512 UPLIFT CAPACITY (USLFIPN UPLIFT CAPAGRY (UX(3n1 BOTTOM BAR TOP BAR 1-4' C457 Dry 4'-0 -ST f319 IN,5634-7 1'CASi (71ry f2)ry 0b3 ni9 nP.4-4 3-0' PRECAST (1/ry (2)4 Sia 596 G964-e Y-O PRECA5T (2)n (1)v "Imill 1Ew III 5.B 4'.4' PRECAST (2)5100E loll5-4' PRECAST a -4 45B 1 TIED 'PRECAST (3J4315 4" M4' FfECAST (7 -4 2 3W 315 GAS IT3 791 (R 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2,5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 9. MASONRY: I.I. DESIGN AND CONSTPoJCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA60NRY A580CIATION AND ACI 530-00. S2, MINIMUM MASONRY UNIT STRENGTH: FM S00 PSI. $,S. MORTAR SHALL BE TYPE 5: 4. STRUCTURAL: 4-I. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WRH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION e2014), SECTION 2104.15 -III KNOCKOUT BLACK 0 SAPS., /5 CaamiOUS OSTIRRILIPS ) T 4'-O' a WWOL B (PRECAST) B/16-5-(I) #5/(I) #5 PRECAST CONTN)oUS 316 x8'KI6' KNOCKOUT BLOCK •l s`6 lrF.n•.re. .. .....4 USN TOP BARS: r • :? SEE SCFEDUP y •. 7/3Y STIRRLWS AT 4'-0' cc I: in (LED 47R WELDED) 8/I6-S-(I) #5/(1) #5 PRESTRESSED 3✓Q' �BN 4•a _ 44. t4 A4• 44 i 4 a •4 rt11N1 - '4: LL1NR � •�• 1� 1BI 1�e 5/24-5-(D #5/(D #5 8/16-5-0D 45/0D 0 TABLE Na 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 1411 COMPOSITE LINTELS LNTEL TH CLEAR SPAN LINTEL TYPE LNTEL STEEL earroM BAR rLP BAR CI CAPACITY (OnL nnu GRAVITY CAPACITY nnnnu L UPLIFT CAPACItt n nL nnu pUr CAPACITY ein- rm T- ' -6 AS (1 ry Bl 1000E 009E 3'-6' 2'-1' PRECAST l2)ry Ell I wo, 1080E b009 4.1. ]-B' PFfCABi (3)ry (2)ry NSI 0000 144E Iowa 4-6' 3-7' PRECAST (2)4 (1)1 2141 7021 5611 I= 3'-0 PRECAST (2)ry (2)ry 251E 6231 5B0 1216 54' 4'C RECAST (U5 M4111 4417 316E 483E 44' PFEC46T (7)9 (2)ry 5344 Nl SolNI '4 6' SAW RECAST 0)4 (2)ry 3038. 3036 253E 311E 6.4. W.I. FFI ) 288I 1111 DIG "I PRECAST Dl 17)1 2138 2t3e 115E 2885 Ill 1.4. FTECA9T 0)4 (221 2W a193 n29 230'. 6 4' PRECAST (2)4 2a8 1b8 W6 122M SO b-V PRECAST Mot , R5l PST 1494 2058 1-D' 1PfELA9I fD•'l IBi W6 1363 MIS 9.4' 8.0'.. PRFLAST (1)4 (2)n Sn 15M Ill 891 b-6' 9'-1'- PISCA9i (1)4 (] ry 165 126E 60T 1324 113E 119E all$ 1lei 12-01 W.S. PFEC45T (1)5 (2)9 1041 1NI 554 IaOT Q-6' II-Y t (2)5 9Ba 9B8 541 1025 94' 11.0' T (1)5 (2)9 90] MIS 465 935 PRECAST (7)� (1)9 041 847 414 ON TABLE Na 10 REINFORCING SCHEDULE & LOAD CAPACITIE5 SAFE WORKING LOADS (PLF) 5' X 14" RECESS DOOR HEADER UNITS- IH CLEAR Sam LINTEL TYPE LMTEEL 67EEL GRAVITY LAPAU7Y (II GRAVTY CAPACITYCAPACITY fl S rlrw UFLIFf (u5L fl N UPLIFT CAPACITY nnL ropy al BAR TOP BAR 3 1-4 PRECAST a) (2)ry 42i0 owe 9198 4'O T4S ' PRECAST (2)n (1)ry 3651 1000E 144E 1000E 4-2. 7'-10' FIET (Dry (1)q g906 9756 6143 4'4' 3-0' PRi (])ry (2)ry 3008 8053 613E t%6 VV S-4' FRI(Dry f2)9 761E 6131 5150 72216 91 4.4' FFI(ll9 (2)9 35t4 301E am 1042 V4' PRECAST (t)4 (] ry 2T3B 2138 175E 7895 T4Y 6 (D4 (1)ry 2108 1106 164E 211E ed Fill PTE fi)•4 180E fib 1241 FEE sr ' III PRECAST (2Y4 (1)ry 15W 1496 914 1505 5/11 #5/(I) #5 3P' a . .B s m !: m w .r t 4, • '• A:. 1 •. Y m . 4 4 •. x4.4 .64 3 19/I6' A R C H IT E C T S Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 10 �nNui�u E E g A r STJBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: �1452 XKX00-01 PROJECT#: R5025.002-00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C [ARCHITECT STATE OF FLORIDA MATE: 11 /2 7 / 18 ;;SCALE: 1/4ef=1e-01e SHEET 3.1 OF 9 SQ.FT. CALC.'S 15T FLR LIVING 1,452 SQ. FT, TOTAL LIVING GARAGE ENTRY PATIO 1,452 393 19 IS SQ, FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 1,862 SQ. FT. CU51C VOLUME: LIVING 12,632 SQ, FT. EXTERIOR MASONRY WALL BRG. HEIGHTS ;— 8'-8' ma's. LOAD BRG.WALL NON-15%, WALL COLFOrENT AND CLADDING WIND LOADS RAW WIND EXPOSURE FOR 3 SECOND GUSTS CALL 0 SOUARE FOOTAGE WN/DR. DESIGNATION NAN✓DR SM ZONE 160 MPH WIND WIDTH FIEXWF 1 112 16 -0' 1132' 84' 5 26.09/ -4423 OHGD 2 20 3068 DR. 36' 80' 4 30.64/ -30.64 3 11 25-SH EGRESS 38, 63, 4 3231/ -42.62 4 PI E�PS 36' 63' 4 3231/ -42b2 5 42 5068 SGD 14' 60' 5 28.14/ -5103 6 11 25-SH 38, 63, 4 3231/ -42b2 1 11 25-6H 38' 63, 4 32,31/ -42b2 8 Il 25-SW 38, 63, 5 30.64/ -51.18 EGRESS 9 Il 25-SH EGRESS 38, 63, 5 30.64/ -51.18 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA5D=124 MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BAp-ED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. ny 2xb U • *1 O.C. CABINET SECTION BM I m m 15 6 40' - 0 2 E)'- 2 v 14'-loll 5'-9' 1'-8' 8'-10" 14'-2" v 3'-1" 2'-9' 6' 0" 31'-3° DINING 0-0,XV-0' 8'-8' CLG. m DI 25-SH GREAT ROOM 14'-O'xl9'-4' 8'-8' CLG. OWNER'S SUITE y 14'-0'x13'-4' 9'-V CLG. 8 )I 25-SH R HEAD s ® VIIV AFF. N e.ri- r !l lio�11 II I q iv 1 1 II II (+ = LL�II ry r M W.I.C. 0. BATH j 1 i bll i B-8' CLG. 0 8'-8' CLG. BEDROOM 3 '" �" so F 8'-8' CLG. �? w IL �o > a � 7'-4" 3'-loll 5'-6' 4'-8" c -- R/T 3-0 BF, i RACs,i I U I� --- 2-6 IR-ISH d & IND a1■ __ R1 i N r 13'-2" 2'-I0" ■ BEDROOM 2 12'-0'x10--0' 8'-8' CLG. r O N � O 2'-S" �J IR-10H I I \I —i ! �'j W/H I ATTIC 1 BOLLARD COND. I ACCESS I 3' 6" 1-0 8'-a, C:I.C=. 2—CAR GARAGE 16-0'40'-0' M.T. a' -a' CLG. 2O ELECTRICAL ENT Y PAPANEL � D-OUT i I 1I STRUCK BLOCK 17 0 GARAGE WALL e 1 cr ■ � I � I 16'-0' X 1'-0' OHGD O ■ �>�-------------- 8'-o" 21-411 21-41 �1-611111 lio'-0" 8° ZI 161-0" 4'-8" 40'-o" HB m a� m I B N L�J GPI A R C H I T E C T S Design Grou lnc. 407-774-6078 V FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nm n .o� omosmum., E 8 m E 0 Z SVBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA Nov 2p1s DATE: 11 /2 "7 /18 SCALE: 1/4"=1'—O" SHEET 4 OF 9 A R C H I T E C T S 12 5t 8'-8" SRCx. HCzT. 6'-8" HDR. NCsT.h _— _ -- - ❑ V W. SCORED LINE (TTP) r a 0 TEXTURED CEMENTIOUS . COATING PER (ASTM TYF) C926) (TTP) 0'-0" FIN. FLR.i, _ —1,100 - (TYP) i�I�ftrl lol�l�l�ll FRONT ELEEVALT10"N SCALD- 1/4 = 1'-0' ELEVATION 'A' SCORED LINE (TTP) 10 11.0 6'-8' HDR. HGT. W-O' HDR HGT. j, 0ll TEXTURED CEMENTIOU5 COATING PER (ASTM 2° C926)(TTP) 00'-0' FIN. FLR. 0'-0" FIN. FLR._ _ 12 12 5�— OFF -RODE VENT 17 :• 8,_8„ E3♦Ca. HCsT.� ----- ------_---------------_-- - \_-TEXTURED CEMENTIOUS COATING PER (A5TM C92(o)(TTP)---\ 0'-0,, FIN, FLR ------------------------------ LEFT ELEVATION SCALE: 1/4 = 1'-0" ELEVATION 'A' a' -a' BRCS. HGT. I'-0 ro'-8' HDR. HGt,b__ _ IF 2'-V 0'-0' FIN- FLR.1, - 5 OFF -RIDGE VENT OFF -RIDGE VENT ------------------------ TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TTP) ---------------------------- R 1f_ G H T ELEVATION SCALIH: 1/4 = 1'-0' ELEVATION 'A' 12 5 \_—TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TTP) OFF -RIDGE VENT ATTIC VENT CALLS AREA OF ATTIC 1845 SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/302) 6.15 SQ.FT. REQUIRED VENTILATION AREA (6,15 x 144) 885.6 KIN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 885.6) 442.8 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.85 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 443 1 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF ---------------------------- REYLETIN SCALE: 1/4 = I'-0' ELEVATION 'A' 5RCz. HC3T. -0" G -8" HDR. HGT. -0" FIN. FLR, 8'-8" BRCS. HGT. '-0" i46' -8" HDR HGT. -0" FIN. FLR. - I - 0'-0" FIN. FLR. ' Design Grou pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 namnu ��emoomomoo� E m Z SVHDIV. & LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ali JAMES CANTWELL // AR NO 12079 PATE: 11 /2'7 /16 SCALE: 1/4"=1'-O" SHEET 5 OF 9 CONNECTOR S"H DULE CONTROL DATE OI-OI-15 SIMPSON USP DES, UPLIFTI,GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA I6-15 1400 (1) 10d x I In' HPLY, (6) U.tl 2-PLY, (U6P: n0, IOd X III - NO 166 OPTION) (2) META-16 1985 l2) HTA IS-18 2Ec0 (10) led x I IQ' I -PLY, (USP: 00) 10d x I V2 ) 900 (14) 16d 2-PLY [USP. NO 16d OPTION) HETA-16 laic HTA 16 1615 (S) led x 1 1/2' I -PLY, (8) led 2-PLY USP: (10) 10d x I In', NO I6tl OPTION HETA-20 ISO HTA 20 I615 IS) led x 1 In' I -PLY, (S) I6tl 2-PLY USP: 00) IOd x IVY, NO I6tl OPTION } (2) HETA-20 2035 (2) H7A-20 3110 (10) led x I In' HPLY HER (10) 10d x I IR' 2500 (12) Ibid 2-PLY (U51F: NO led OPTION) 0 LGT-2 2150 LUGT4 ISIS (1) - 1/4' x 2 1/4' TITEN 2 PLY (USP: BLK (5) I/4' WE, WOOD (16)led In DETAL-20 14B0 NO USE CONVERSION FOR SIMPSON DETA6-20 (18) - 10d x I Ill, I FLY MET 3869 1 MUGT 4000 N llil A;1.R IN HIGH STRENGTH EPDXY (MIN. Q' EMBED), (2L III TO WOOD (U5P; (261led TO WOOD) HGT-2 1098e HUGT-2 9365 (2) 3/4' A.T.R IN WIGa41 STRENGTH EPDXY (MIN. n' EMBED), 06) 10d Towel /USP: WOOD /8) Ied) 'HGT-3 0530 HI1GT-3 9365 (2) 3/41 A.T.R. N HIGH STRENGTH EPDXY MN. 12- EMBED), (16) Old TO WOD (1J8P: WOOD (8) 10d) LGT3-SD925 3285 LUGT-3 5330 (I2) SD8 I/4# M' TO GIRDER (4) 3/B` x 5' TITEN F TO WALL (U8P CONC. (413/8' X S' LLEDGE BOLT, LL:OOD f 12) UA625) 1210 PARALLEL TO WALL LT42 1425 PERPENDICULAR TO -PTA 1555 (10) led x I40- [USP: (10)111 x 11/P WALL VGT 4E40 NO USP CONVERSION FOR SIMPSON VGT (V 5/a' A.TR N )UGH STRENGTH EPDXY PDL M' EMBED), I I6)-SDB I/4'X3' TO WOOD (2) VGT 7165 KO USA CONVERSION FOR SIMPSON l2) VW) (2) 5/e' 4.YR IN H11 STRENGTH EPDXY tr 12' EMBED), (32)-SDS 1/4'x3' / 2 PLY YT6-12 1000 HTW i2 SS5 (14) IlI x 1 VY luSR (14) led x I IR', (14) 106) Hi5-16 1150 LTW 16 1660 (I6) loci x I IO' (USP: (I6) IOd x I IR', (I6) led) H-5-20 1450 HTW 2O 2045 (24) I0d x 1 U2' (USP: (24) 10d x I V2', (20) led) L-5-24 1450 HTW 24 2045 /24)I0d xl G' (U8P:(24)lad x I IR',(20)led) LSTA-12 . 925 LSTA 12 970 (10) led " USp: (10) 106 L6T418 + 1235 LSTA IS 1360 (14) led i USP: (14) led META-18 . 1315 META-e ISIS (14) 10d USP: (14) 106 M5TA-24 . 1640 MSTA-24 I750 (16) led USP; (Ia) led N D- MSTA-30 T, 2050 M6TA-30 2140 (]211ed 3 USP: (22) 111 Q EM1- MSTA-36 . 2050 MSTA-36 2S25 (26)led USP: 126)led -36 i 3800 KSTI 236 3e90 (36) IOd x I V1 U8P- (96) led x 1 In, M511-48 5065 KT51 248 4250 (48) led x IVY USP: (48) led x I In. V R6 950 LFTA 6 1595 (8) Bd TO PLATES, (S) ed TO Ol tl)SP: (16) ad x 1 IR', (li) ll 674 8B9 SET 4 945 (6) 106 x I In. TO STIOS USP: (6J led x Id' TO STUDS A34 395 MP 34 410 (4) 8d x 1 In' TO BECK (4) 8d x I IR' TO �FV' SL IIEP: (4J Ill I In" TO BEAM, (4) 8d x I In' TO POET. HOP2 645 HHCP 2 1070 (12) 1Od x I IR' USP: (10) led x IR' TO TRUSS, (10) led X I In' TO PLATE HIOA 1340 RT 16A 2180 (IB) 10d x I IR' USP: (9) 106 x I IR' TO TR1S8, (8) 106 X I IR' TO PLATE _ VGT I HDU4 4565 PHD 4A 4535 (16)-SOS 1/4'x3' TO BOOR, (03-605 1/4'x2 ' W/ USP: 5/8' AM MN T EFIEl SET IN HIGH ROD, (2) NUTSAWISNER/2 PLY EPDXY,.Ile) WSW WOOD SCREWS VGT x HDTB 4940 TDX 10 5110 (16)-5D3 I/4X3' TO Ill(3}3/4• STUD , TS W( USP: 7/5' AM MN ED l' ISME SET IN HIGH TN D ROD, (2) NUTSNI48HERRPLY EPDXY. (41 T/5' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6TT5 'U 5/5' ALR IN HIGH STREU-- EPDXY MIN_ T E^^.BI N CONC., (12) 16d TO WOOD USE: SAME AS 51MPSON ABU 66 2300 12000 PAU 66 2535 BBI5 lU 5/6' A.T.R N HGH STRENGTH EPDXY (M.0 Y 'EMBED} H CONC., (12A6d TO WOOD 115P: SAME AS 51MPSON LTTI9 .. 1340 L75 19 1205 (1) 3/4' A.T.R N HGH STRENGTH EPDXY (MN T EMBED) N CONC., (8)0d TO W90D USP; SAME A6 SIMPSON L LTT20B .» 1500 LTS 223 1105 (U IR' A.TR IN HIGH STRl EPDXY, (MN T B•®EDJ N CONC,.60)10d TO WOOD USP; 3/4' AMM l' EMBED SET N HIGH STRENGTW EPDXY, (10) 11 (10) U3d x 1 N', 2-U2` _ (� HI 4455 1.TT45 4465 (u 5l AYR, IN HIGHaM94iliTH Bill (MbL T' EMBED) N CGNC., (19) l X I w. lump: (20) I6tl X 2-Il USP HAS MORE NAIL OPTION(, (20)10d, (2W led x I-V2', (20) led x 2 In, Z Q LT15 5090 H7745 5430 (U 5[8' A.T.R. N HIGH SMEN GTH EPDXY (MIN. I- EMBED) N CONC, (26) Ibd X 2 In' (USP: (20) led X 2-1R') USP WAS MORE NAIL OPTIONS, (M OF, (2B) I2d x I-1R', (20)16d x 2 In' HHDQ'.1-5D5 25. IIBIe UPHD 11 12050 : (U P AT.R IN HIGH &Mli N Bill (MN. 1O'ED) MEN CONC, l2Q SDm Y' x 2M' WOOD SCREWS (USP: (24) WI WOOD SCREWS) HDTB 6645 TDx 0 5110 l') l(8` ". IN HIGH STRENGTH EPDXY, (MIN l' EMEEDJ IN CONC, ES) 3/4' STUD BOLTS TO WOOD NSP: (4) 1/5 BOLTS) SYPSDN: (V 314' ATR N HIGH STRENGTH EPDXY, MN 6.15- EMBEDMENT) N OMIL TOP, (I) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN, III IN CMII. PACE, III TO BEAM (n 15TA 356/1125 3475 5330 NFM35X12U 3165 1130 �DMEIT) USP: (1) In' UV In' J-BMNEOT 6. EMBED. ( LESS THAN 4' FROM EDGE OF CONC W/ 3/4' CIA 1% RAMSET/REDHEAD DYNA BOLT SLEEVE AN ORIEQ, W( MIN. 5' EMBED DEPTH !INSTALLED IN THE FACE � LJ 2530 (FTC 3225 (Fil HUSO412 /WOOD) 3635 26LR) 60 (F HJ54121F 3060 (0) Ibd TO HEADER (10) led TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) z = 3175 HUC410 ICMU> 1810 5055 HP410 A Sol (18) 1/4' x 2-3/4' TTTEN (9 PER FLANGE) TO CMJ, (0) 10d TO WOOD: (USP (0) 1/4'. VMS, SCREWS, (10) 111 TO WOOD. HUC210-2 (CYU) laic 5085 HD210-21F IS05 3175 1111/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM. (le) led TO WOOD: (USP: III Il x 3` W83 SCREWS. III 10d TO WOOD_ HUC210-3 (CM'A ISO 4000 HD210-3P 1905 SITS (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10l led TO WOOD; NSP: (IB) 1/4- x 3' W53 SCREWS, (10) I0d TO WOOD LGUM26-2-SIDS 1430 5S95 NO USE CONVERSION FOR 51MPSON LGUM26-`-B 1 (4) 3/8' x 4- TITEN HD ANCHORS (2 PER-LANGE) TO CMU. (4) 1,4' X 2 I/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY-TI1 CONTACT THE ARCHITECT/ENGINEER OF RECCRD FOE'WRITTEN APPROVAL PRIOR TO SU55.ITUTINC =0R SIMILAR EFOx r PRODUCTS OR U6P - CIA ADHESIVE ANCHORING SYSTEMS. . WHERE ANCHOR EMBEDMENT 15 GREATER THAN T' DEEP, THE VERTICAL CELL IN CMU. WALL _"- >O J "' GROUT. .. Icd COMMON NAILS CAN BE SUBSTITUTED WITH 10a x Y2' NAIL5 'N CONJUNCTION W H A 23, @EDP CTDN in THE LO BL- -0.w. mRITTEN APPROVAL FROM 74E ARCHITECT i6 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. « MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T' N w H ^ iR, = A-307 AL. THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VALLES) OBECAUSE OF THE WIDE `/ARIETY OF MATERIALS, LOCATIONS. AND CONDITIONS THAT MAY AFFEC' -=�\ CEB 'PE CONTRACTOR MUST BE RE5PCNEI2 - =f---ti <\ 6dRE' -c P2^=ER CORR061pN PROTECTION 15 J5ED. CONS C CFt....... ...-NL_S.-. -_ L6 PN R5.'-x-.cN .SING '_^'A / -4_ /-N.ZFD CCN\ECTOv. -5 .-STENERa GALv-n _J PER ASTM-4I53 USE OF EXPANSION ANCHORS HILL BE E/"_uA-ED DIN AN Nv VIPJ3L B. SS AND "_c. F_ �' —D =SRO VA_'-R-O- - _ -TC'- ---C- 1C uEEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMI "WOOD CONSTRlJCT10N CONNECTORS C-2013" ,'HIC, WIND -RESISTANT CONSRwT-C'. 2--CS AND sG,Cl G a FA87ENINC- 5"6 =_ 5 =R CCN�c = . C-SA5-2012. 2x12 (•2 SYP) 055 (TYP.) NAIL (3) 12cl TI 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND )HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO S'-0' UN.O. W-11 1/2' -IAII 1/2' AND UP NUMEIER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, URO: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL 5RG. HEIGHTS LOADBRS. WALL ® NON -SD r r r r r- r In cn Jl —II-- �L— ■ n u ■ n u ■ ■ u ■ JI � II J3III= Zu n u u u 11 II u n 11 11 u n u u u ,I J3 J=J _= II II III II II II II II II II II II „ II II == J5 ASCs ■ ---- = = _IL�JI-11-11=JL-L— II--L--L- ---- ■ (2) META -16 -_- � --_- -_- - --- (2)MEtA-16 Al�— %� I I I I I I I I I Q A6 _ I \Q 04 A5 Y-u I I I 0� A4 ___ O II / -01, / I ■ -�II ■ I 61.01, �I�Oil &1_ 4'-�" Y/ Y- lyA3 LL Qe �Z A2 z�Lu Al =_ -- =� - --- --- = -- — — — — — — — A2 � I � I I � � I■ A5IN. x22' ■ I I q Art SS A Al As Ix4 5TM. CHORD 5RACI% 01 — - — - - - _ �: — ■ - _ - - — - 12' O.C. MAX, SECURED LW51 — (2)10d COMMON NAILS EACH CHORD INTERSECTION s2 I I Yl C2 =___ _ ___ - —I --�— �� 53 __— — — — 54Cs �e y� ■ J4 J4 ~ II— y�0 J4 u n u n - Id n u u u u u J4 J2 J it I I J2 J2 II J2 'AMING LAN SCALE: 1/4 = 1'-0' EL5-VATION 'A' A R C H I T E C T S GDesOn rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'lll"'lll ��omo0m0�m0J E 3 N E i m SXJBDIV. I LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 MOO-01 PROJEC`i R5025.002-00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA NOV 2 f 2q1 ATE: 11 /2'7 /18 !SCALE: 1 /4"=1' — O" SHEET 6 OF 9 ELECTRICAL LEGEND 5YM50L DEFINITION NOTES �J 110V DUPLEX ® RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED l3oTTO9 HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROUND FAULT CxFI RECEPTACLE TYPE) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED V GROUND FAULT �(wp I RECEPTACLE MTEPoIFTER (WEATHER PROOF) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y.� LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED �^{ LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLE55 �{ LIGHT FIXTURE- MV.P. VAPOR PROOF � ( LIGHT FIXTURE- k( PENDANT EXHAUST FAN MOTOR `O LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - WC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE GATT. BACK -up W1 HARDWIRR DETECTOR INTERCONNECTED CARBON MONOXIDE EAm. BACK -up v HARDWIRE DETECTOR INTERCONNECTED CEILIN63 BOX REQUIRED TO BE O J-BOX SUPPORTED M ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTICN FLOOD LIGHT DG DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRANSFORMER BANK: SOkVA VOLTAGE: 1620/13200-240/480 V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* 020R40 VOLTS) MAXIMUM FAULT CURRENT: tWW amp& POWER COMPANY TRANSFORMER SERVICE BY OTHERS (3) 1 THHN/TWUN COPPER CONDUCTORS, <U 6 THHN/THLLN COPPER GP;0UND IN 2" CONDUIT. NEMA 3R 400 AMP COMBO 120/240 DISCONNECT VOLT 42 M AND METER CIRCUITS CAN MLO 200 AMP. PHONE / DATA PROOF BOX T 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND TFE LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE #4 THHN?HLLN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC 18 USED THERE IS NO SOND/GROIAND TO COLD WATER PIPE CABLE / TV WEATHER PROOF BOX PA JACK COACH LIGHT l 0 � a \. ' / � SCALE: 1/4 = 1'-O" ELEVATION "A' 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 �II"IIII'I' ��o moovovmr SUBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXX00-01 PROJECT*: R5025.002-00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 2 ;ATE: 11 /2 7 /18 SCALE:1/4"n —0" SHEET 7 OF COUNTY F 1 O r3 I DBuilding Permit# R'+. 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 +SO/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.114' embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use %" Tapcon with sufficient length to achieve a 1 W min. embedmett with 2 %' minimum edge distance Fixed Glass +29.65/38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-11,r 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. Re ulred anchors: Head/Sill (6), lamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL S891.5 N/A nW Tapcon %', Min Embedment 1.1/4', Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/40, Min Embedment 1-1/4', Min Clearance to edge 1", Min Clearance to adjacent anchor 4'. Anchor spacing Max 18.5' O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 16x7 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X 1 1/4" min embedded Tapcon. Max spacing of 71/2" and 1" OD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels 1FL 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 IFL 18355.1 N/A Soffits (Panel Wallis) N/A N/A P'v Gem Mastic Soffits 1FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and 1 have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: 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 �IIIII"III �om0o�om00J E m E 0 CID `c SUBDIV. ac LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCWECT: STATE OF FLORIDA NOV 2 ATE: 11/27/18 SCALE: 1 /4"=1' — 0" SHEET 9 OF 9 !U 5 REBAR VERTICALLY (0 5 REBAR VERTICALLY W/ CONC. - W/ CONC, POURED CELL POUND CELL (28' MIN LAP) (25' MM LAP) R-4) MSUL MIN. TEXTURED CEMENTIOUS COATING B' Cm? W PER (ASTM C926) (TYP.) L W w Q Y 0 r iv 1/2' GYP. WL. BD. �9 CURB HEIGHT VARIES WOOD BASE N W_ Z Q L L 3 V2' REIN. W/ a UALFNC, MESH WIAxWIA UAIF OR FIBERMESH ON6-MIL 3 IR' CONC„ SIN. W/ 6'x6' POLY ETHYLENE VAPOR F4-1 = WAxWIA LLWF OR FIBEPo'IESH BARRIERCN IIELL-COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TER'IITE TREATED FILLVAPOR BARRIER ON WDELL-COMPACTED CLEAN CESS E jo 4' 4' 4' TERMITE TREATED FILL U EBAR ON CHAIRS m (2) 5 MBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING �1 W/ BLOCK WALL -A AT GARAGSCALE E WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS — GARAGE DOOR 3 0' CCNC, RE►F. UY Ill I z KUM UWF OR FIBER'EN ON ,n b-MU- POLY ETHYL" VAl v w SARRER O UELL-CA"IPACM — Q r CLEAN TER'IITE iF£ATED FILL 3 1/2' CONC- REIN. W/ el WIAxWIA U11F OR FIBERMESH ON 2' CONC„ REIN. W/ Sl ° PAVER — 6-MIL POLY ETHYLENE VAPOR xWIA UALF ETHYLENE _ BARRIER ON WELL -COMPACTED / MIL POLY VVAPONBAASIS VAPOR`5 V4'ro' REBAR ON CLEAN TERMITE TREATED FILL FOOTMGJ 8 -0W,EAN WELL -ENE RRIER ON4' TERMITE TREATED FILL 4' CHAIR3 BEYOND (05 REBAR ON CHAIRS FOOLINGU CESS FOR PAVEDEMEND GARAGE STEP-UP UNDER PAVERS REBAR ON CHAR �ry1 NON -BEARING r o E:1d'.I'-m` GARAGE DOOR FOOTING 8 PAVER RECESS 9 @ ENTRYDOOR C E: 1/2 .1 -0 ago a SEE MANIP. "/�'AWN PRODUCT DETAILS FOR RECLINED SIZE AND DEPTI `» •u;- z ` CF RECESS FOR SGD. TRACK VARIES " <. W gW,g(y FLOOR % ST 9 REBAR SET INSIMPSON HIGH 8if'Eb'MN.° � NG7H EPDXY EMBED. M. -(2) 5 MBAR • I -STORY (3) 5 MBAR 0 2-STORY ,.. OUTSIDE REBAR 70 BE a MUOUS } 3 Iq' CGNC., REIN. W/ 6'xb' ` WI.4xWl.4 UALF OR FIBERMESH ON m 6-MIL POLY ETHYLENE VAPOR _ BARRIER ON DELL -COMPACTED - CLEAN TERMITE TREATED FILL w 2'-I' MIN. LAP AT S. G. D. TYP. RETROFIT FOR Uj_jj�)SLAB SCALE'Y•1'-®' A OMITTED DOWELS A B REBAR LAP AT FOOTING : 1/2 . -0• GALE: R'. -0� TIE VERTICAL REBAR t0 HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM < I VARIES PER Ell i W'CLEANOUT REQUIRED - - FOR INSPECTION z i 0'-0' FIN. FLR l0 5 VERT. DOWEL = LAPPED W/ BOND BEAM TIE VERTICAL REBAR (V 5 MBAR AT CORNERS TO HORIZATIONAL REBAR W/ 10' HOOK 1 W/ 25' LAP MR 41 t� TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS SC E. -O REINFORCING S-0 1' 8C E: I/2'•I'-0� A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 Vim, nn E 8 f N W E O C L SVBDIV. 8c LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 )MOO-01 PROJECT#: R5025.002-00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV //,p 2 "": D TE: 111/27/18 CALF: 1/4"-1'-0" SHEET DI NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED a ❑ DO NOT EXCEED if 8' CMU BLOCK 8' CMU BLOCK ' DRYWALL I' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or �'x4' MIN. lx4 or lx2 P.T. NAILER F.T. Ix4 or �'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKMG (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 POOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and m IS' O.C. MAX P.T. Ix4 or'x4' MIN: mam PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE 7HRU FRAME INTO BLOCK w/ (1) �r,' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+%" or + 4 WINDOW TO BLOCK (+3") 8' FROM EACH END and e IS' O.C. MAX or DOOR JAMB TO BLOCK (+ 4" or + 4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 9 IS' O.C. MAX SCALE: I'=1'-0' MIN. SHANK SIZE .145 MIN. HEAL) SIZE 300 MIN. EMBEDMENT I j' NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4; TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPCON ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J') 6' FROM EACH 8' CMU BLOCK ENE) and 6 18' O.C. MAX ' DRYWALL8' CMU BLOCK or " DRYWALL (1) DRIVE PIN, 8' FROM EACH END and P.T. 2x P.T.Ix4 or (SEE wINDOWiD00R JAMB BLOCKING Ix4 or Ix2 F.T. NAILER i'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18' 0-C, MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDO/DOOR JAMB BLOCKING 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN, HEAD SITE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I if SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH ENS? and -8 18' O.G. MAX (ATTACHED TO BLOCKING OVER •30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) PT 2x6: INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+l Y") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED . EMBEDMENT I J') 8'To BLOCK wl ) FROM EACH 6TH EDITION 12011) � OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+l Y") THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and 9 18' O.C. MAX 4or METHOD PERNAILING SCHEDULE, SCALE. r-r m' w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' O.G. MAX WINDOW TO BLOCK (+3 �6") MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION MIN. HEAP SIZE 300 (PER PLAN �� (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK 1+3 16) MIN. EMBEDMENT 141 ELD SHIM AS NEEDED C4F ScaLE: r=r-0' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR' HIGH n DO NOT EXCEED' P.T. 2x8: 2x6 SUB -BAN —` STRENGTH CEILING BOARD SECURE TO BLOCK w/ (2),(,' TAPCONS 8' CMU BLOCK VENTED ONG. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT Iq') 8' FROM EACH ALUMINUM SOFFIT (U �5 CONTINUOUS REBAR R.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 9 IS' O.C. MAX ER PLAN RECAST LINTEL (� �� JAMB BLOCKING TO PLUMB JAMB. or I k WINDOW (PER PLAN), (SITE AND REINFORCEMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT ' 065 (4' WIDE MIN.) , ❑ DO NOT EXCEED (2) DRIVE PINS 8' FROM EACH END and ATTACHMENT PER MFR Y PER PLAN) DOOR JAMB / WINDOW 9 18' O.C. MAX TSPECIFICATIONS (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS" DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 if 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 11' OSB) DOOR CASING lR-VALUE PER ENERGY GALLS) b SECURE 2nd 2x t0 STRUCTURAL P.T. (2) 2x4: RE PRECAST OR POURED IN W/ ' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ W 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR j' GYPSUM WALL BOARD EACH ENP and 6 15' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH I' TEXTURED CEMENTITIDUS x U'5 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) ENE) and 9 18' O.C. MAX COATING MIN. (PER ASTM CONIC. POURED CELL WINDOW TO BLOCK (+l /6) or C926) OVER CM '� (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 lis) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and 9 18'O.C. MAX 8 Cm ' P.T. FURRING STRIPS m 16' D.C. 4C scaLE, r,r_ro' THROUGH NON-STRUCTURAL MEMBER (Ix or Ib' OSB) MIN. SHANK SIZE .145 w/ ' TAPCON MIN. I �' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I if NOTE: WINDOW TO BLOCK (+3 %6") as O PLUMBEJAMB DOOR JAMB TO BLOCK 1+3 16") P.T. (2) 2x6: Em ONCRETE SLAB DO NOT EXCEED ' O4G SCALE: I'=r-m' SECURE TO BLOCK w/ (2) J' TAPGDNS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 IS' O.C. MAX XTERIOR WALL FOOTING DRYWALL or UPLIFT UP TO I,IlS lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENp and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HTS�O w/ (10)10d NAILS TO TRUSS 4 (SEE UIINpOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) 9 IS' O.C.. MAX 2 SINGLE STORY SCALE: 3/4'=I'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4'X� J' TAPCONS INTO BOND BEAM -ENGINEERED 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 I ' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO Rlb BEAM BOARD lR-VALUE PER ENERGY CALLS STRENGTH CEILING BOARD (2) SIMPSDN HT520 EACH SIDE OF TRUSSUSE w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS — P.T. (2) 2)(8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER Ox or SECURED BLOCK w/ (2) J' TAPGDNS ix ' 05B) (or EQUIVALENT INSTALLED PER MFRS SPECS b ' EMBEDMENT I ') 8' FROM EACH W/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK — i- END and 6 18' O.C. MAX TAPGDNS MIN. or OPENING 22' x 30' MIN. t 2' COVER (2) DRIVE PINS, 8' FROM EACH END and �—WOOD CASING At SIDE WINDOW TO BLOCK (+2) 2' APART 6 18' O.C. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 74" MIN. SHANK SIZE .145 3 SCALE: NTs. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D ( ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER RS(lJl.l OF THE FBCR 2017, 6th EDITION BOARD (7YP) SCALE: r=r-o' S SCALE: N.TS. MIN. EMBEDMENT 1 if A R C H I T E C T S � DesiWn 1 oU F Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lom�v0000m� sUHDIV. 72) OAKLAND(LOT MODEL: 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA BATE: 11 /2'7 /18 ' I SCALE: 1/4"=1'-0"' SHEET D 2 A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdestgngroup.com AA H: 0003325 I'�I"III"'I �00000ovoJ SVBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 )M00-01 PROJECT#: R5025.002-00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA wl 2 ATE: 11/27/18 C ALE: 1 /4" =1' - O" SHEET D3 VTCR o (1) a EA �' O.C. M TYPICAL VALLEY TRUSS CONNECTIO SCALE: 3/4'=I'-O' SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS SECURE 2x6 MIN. TO BLOCK w/ (2)Y2' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS} B SECT�_ SCA PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 0 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'=I'-0' /ARE -ENGINEERED TRUSS " GYPSUM BOARD OR i' HIGH STRENGTH CEILING BOARD 3 5/s TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 9 12' O.C. 3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 0 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-P-O' fl) REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) P MIX suDe OVERHEAD GARAGE DOOR BY OTHERS) Roots ALVANIZED STEEL VERTICAL TRACK BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � Lyn 2001mvv& QE U N 0 L C L SUBDIV. & LOT: OAKLAND LAKE (LOT 2) MODEIz 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MI I t DATE: 11 / 2 7 /18 SCALE: 1 /4"-1' — 0" SHEET D 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH @ 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN J CUT TWO PIECES OF FORM FLASH I — APPROX. (" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I 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 ASTM C 92(-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM G 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL J SCALE: N.iS. TO 6' TOO' r To e' 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED a1" (VERT.)0•C. MAX AT SUPPORTS WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 7--PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. (" TO V FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD (-,-�TYPE "M" CONTROL JOINT 1 SCALE: KTS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SUR THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM C10(3 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU SHEATHI WRB 01 TAPED Ti SHEATHING w/ Wf #2 OVER TOP. WF #2 TO BE LAPPE_ VERTICALLY (" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I° VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.T.S. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUR SPECS) 5"Xl" CONTINUOUS GALV, METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL — ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: KTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (" a VERTICAL LAPS (ROLL ENDS) & (0" Q HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP STUCCO VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO �I WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-041-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S Design 4GR)t Mc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 FA I E] 8 N E O C O L SUHDIV 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 moo—o1 PROJECT#: R5025.002-00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCH STATE OF FLORID NOV 2 I�AT'E: 11 /2 "7 /18 SCALE: 1 /4" =1' - 0" SHE�E��T� UV AI TEXTURED CEMENTITIOU5 WRB LAYER #I, 5TUCCOWRAP (OR APPROVED COATING EQUAL) WRB LAYER 12, FORTIF15ER BUILDING WOOD SHEATHING —PAPER (OR APPROVED EQUAL) tl�IrK �, r'ndt —. - � vFTJT ('dP [(; Tn P4: Ca=t N rnti-riKu Ini « ;;;:n (r- I O 111� 1., � � ,1 CEMENT PLASTERWRB LAYER #1, STUCCOWRAP FOR APPROVED .ni •� v�I Iv ,v r� Vim, ii} vv,.i,, .NV Vfv rNV v, 5EALANT. Pit=MnXIIIC naY= \icNit -n=) EQUAL) TAPED DIRECTLY TO SHEATHING ' "~1 1r 11�1 . ~I.I `I. Y"I' v�I ONE-PEICE HOODED VENT ATTACHED PER MANUR (5ET IN CONT. 5EALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y ABOVE SHINGLES DIVERTER I" MIN." = NON -MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL 51DE5 " ` SELF -ADHERING FLASHING "�`` SIDES, Ya" 5EALANT JOINTS ALL AROUND .:iy.:rt Y,- . STEP FLASHING THICK, 3 COAT CEMENT PLASTER METAL LATH DRYER VENT (BLOCK) V D DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FORTIF15ER BUILDING SCALE: KTS. PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH" FELT UNDERLAYMENT 6A SCALE:: N.T.S. PIPE THROUGH WALL PER FBC R103.1.1 SHINGLE ROOFING �FA501A WRAP EXTERIOR LATHING AND FL45TERING DRIP EDGE: OVERLAP 3", BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW UNDER "QUICK FLASH" COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY A5TM C 9211 FASTEN 4" O.C. MAX. � CVENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SCALE: NTS. SHALL COMPLY WITH A5TM C 10ii, WOOD SHEATHING WRB LAYER #2, FORTIF15ER LEGEND WOOD-; OOD WRB LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #I, 5TUCCOWRAP IN5TALL KICKOUT FLASHING 5 KICKOUT DETAIL WOOD APPROVED EQUAL) :: METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL SKTs. SHEATHING WRB LAYER *21 WOOD 7/8' TEXTURED FIN15H 6 WOOD WR5 LAYER *2 INTERSECTIONS FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL _; 8° GMU (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR MEMBER a I" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF SHER-CRETE APPROVED EQUAL) = � %$" TO %` MID -WALL i METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 s WEEP SCREED STUCCO THICK, 3 COAT CEMENT a SCRATCH COAT PRIOR TO ELEC. METER 0 • 6" WIDE STRIP SELF PLASTER INSTALLATION WALL Ya" TO 1/6' MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING WEEP SCREED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING (DER 3/WAI) �I 6" SELF -ADHERING FLASHING TEXTURED FIN15H 6 MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: ELEC. METER FIELD VERIFY (FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103.7.1 / A5TM LOCATION ti SCALE: N.TS. D SCALE: N.T.S. C-041-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED � APPLY SEALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) E1 EC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 SIDES ONLY FLASH I PIECES TO COVER BOX 4° NOTE: ATTACH PER PAST EACH 51DE. STARTING AT THE MANUR SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH I FLASH 1 INTO THE OPENING POLYMERIC I5OCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR 51MILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1 TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY 5EALANT AT TOP 8 (OR APPROVED EQUAL) ELASTOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ C.Y. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH I APPLY ii MIN GRADE 'D" FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING a OVER 6m MIN GRADE "D" 5ECTION) ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WAI OVER APROYED HOU5EWRAP FELT -PROVIDE SEALANT 0. ° METAL LATH "PIPE PENETRATION DETAIL" AT ALL JOINTS AND PENETRATION 8 SCALE: NTS. APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTER5ECTION5 EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 )LIECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND D15GONNECT APPROVED EQUAL) :wT�. «T� STEP 6 A R C H IT E C T S Design roU Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Ilk '�I"IIIII" �moo0��omJ E 8 E O L sUBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA r DAcmE' 11/27/181 SCALE: 1/4"=1'-O" 1 SHEET ��� /� V V A2 WOOD 5HEATHING WOOD CON5TRUCTION %4' HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLA5TER WRB LAYER*], 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-180 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM6(O-WFWC-780 CU5TOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6" 5ELF-ADHEREIN6r FLASHING WRAPPED e CORNER OF CANTILEVER AMIGO AM66-WFWC-7180 CU5TOM 0A51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. IRGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING X X X X T?-Z_Z VINYL (OR APPROVED EQUALL CA51NG BEAD 5/0" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FIN15H $" THICK, 3 COAT CEMENT PLA5TER VINYL ( R APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-041-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CON5TRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) 11A DRIP EDGE INSTALLATION _ 3: 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD F,45TENED TO SHEATHING o i" O.C. MAX. WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH ''—WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) *�,I�NER BEAD @FRAME . CORNER BEAD (FA5TENER 4 SPACING 1@ 7" O.C.) "HICK, 3 COAT CEMENT PLA5TER ril FLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD @ BLOCK 1 mil) SCALE: KTA A R C H I T E C T S Design 1 oU ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 0: 0003325 r � �samo�omo� E 8 E �s ca L SUBDIV. & LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXX00-01 PROJECT#: R5025.002-00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLORIDA Nov ATE: 11/27/18 SCALE: 1/4"=1'-O" SHE�ET� �� V V A3-3 WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FOR71FIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER $1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (FRAME, NO BAND) 13A SCALE: V.S. e WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR C APPROVED EQUAL) #' METAL LATH (EXPLODED 8 THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) FAftomI 00,14 WOOD SHEATHING WRB LATER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP METAL LATH (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER PLASTER BUILDING PAPER VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH (o"SELF-ADHERING FLASHING (EXPLODED a" THICK, 3 COAT DRIP CAP CLARITY \ CEMENT PLASTER WINDOW FLANGE WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND) 13 B SCALE: N.T.S. T.FUNn DRAINAGE PLANE (WRB LAYER 11, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIF15ER BUILDING PAPER .;y OR APPROVED EQUAL) METAL LATH X x X X E STUCCO WOOD SHEATHING .,, SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-041-09, MIN, 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP TO TYP BEAD 8" THICK, 3 COAT CEMENT Y4' GAP TYP PLASTER GA TO TRIM METAL LATH 1X TRIM MEMBER a STUCCO TO TRAM TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER #1, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO _CASING BEAD 1 t SCALE: NTb. (CROSS-SEG110N) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD l,L_AkMl I T / CASING BEAD C RAISED BAND FRAME @ZAZE. N.TS. METAL LATH /SEALANT WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING I ^ WINO" ' rrn ^"^r WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2, (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP rJ EZ BEAD WINDOW CASING 1 / SCALE: N.T.S. WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR L APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING - MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design Grouprinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��saomo.emr SUBDIV. 8e LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 XXXOO-01 PROJECT: R5025.002-00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLONDA m D4!I'E: 11 /2 7 /18 ALE: 1 /4"=1' - O" SHEET V V L II CUT HOU5EWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WE) 5TUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 U sca E: rLTs. (FRAME) APPLY 051 N2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. TEMPORARILY tnI ^ I I= SECURE HOU° "' ° P UNDE FOLD IN AT J) 5LOPE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND CLASHING MIN I" BELOW SILL FLEXIBLE FLA5HING DO NOT SEAL BOTTOM FIN STEP 2 STEP 6 NOTE: I. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, SEALANTS 8 5ELF-ADHERING FLA5HING MATERIALS USED DURING CON5TRUCTION. ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, 5TAPLE5) IN5TALL SELF -ADHERING FLEXIBLE FLA5HING A5 THE FLASHING AT THE 51LL IN5TALL 6" 5ELF-ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAM5) NAILING FLANGE EXTEND SELF -ADHERING FLA5HING I" MIN BEYOND JAMB FLA5HING DRIP CAP STEP 3 STEP 7 ' MIN. TEXTURED -EMENTITIOU5 COATING )VER BLOCK APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLE5 OR 5LOT5. SUPER STRETCH BUTYL FLA5HING 8" VERT. END DAM5 REQ'D. AT EACH END OF SILL FOLD HOU5EWRAP DOWN 6 TAPE DIAGONAL CUT 4 ACR055 HEAD OF WINDOW 4- MIN " MIN. TEXTURED -EMENTITIOU5 COATING )VER BLOCK STEP 4 STEP 8 IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE 51LL AND THEN INSTALL THE SELF -ADHERING 5TRETCHA5LE FLA5HING 4 APPLY SEALANT AT ENDS OF 51LL DAM INSTALL WINDOW PILL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL b" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) !'MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STEP 5 tiaaaa J g' MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME FLUID APPLIED FLASHIN6(LANCO WHITE—SEAL865 EQU OR EQUAL). 2. IN5TALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME 5PECIFICATION5 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS a") (MIN. THICKNESS e") REQUIREMENT5. SIDING LOOK SIDING LOOK -' ORLANDO/TAMPA ORLANDO/TAMPA WARNING: 5EALANT5 AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL TO EXTERIOR FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT MINIMUM STUCCO THICKNESS 1 e7 lsnAj E. Nis A R C H I T E C T S Design G ro u 12. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II �mgmO000J SVHDIV. & LOT: OAKLAND LAKE (LOT 2) MODEL: 1452 MOO-01 PROJECT#: R5025.002-00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHr ECT: STATE OF FLONDA 11/27/16 I/ SCALE:'• 1/4"=1'—O" SHE�E��T� VV A5 40'-0" it J1 e J3 J3 o — J5 J5 A80 N A7 H A6 A5 A4 A3 A2 Al A2 i A3 A4 A5 A6 A7 A8 m > f > N < f > B1 C1 c a j 82 C1 0 I r B3 C2 N 1.1 � B4G C3G J4 � J4 J4 J4 70 N J2 J2 J2 J2 CA ^ 10 m m m ItC4 a GS -aa 16-0 4_B 1 19-4 4U —U r I r 1 z �0 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8n ALL CEILINGS ARE FLAT AT BEARING HEIGHT in M TYPICAL TRUSS END DETAIL HANGERS TO BE USED a. V (Simpson) or (Usp) Q HUS26 (Z) HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 1' j U NOTE: Q Q RT16A © CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: F...{ 1) AUTHORIZATION FOR FABRICATION. U. 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 ore 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 gtawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING 13 INMED AS NOTED ❑ REJECTED( RESUBMIT ERECTION BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, D FOR YOUR INFORMATION NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO IN linglarmance with design intent PREVENT TOPPLING AND DOMINCING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE "BCSI-B1 Summary Sheet COMMENTARY M the Contract Documents only. and RECOMMENDATIONS for HANDLING, INSTALLING B BRACING METAL PLATE CONNECTED no Ganges to Contract Sum. IF g"IiOns does not relieve the WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED n4 A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPUED DIRECTLY TO THE TOP CHORDS: THEY e elm the Contract Documents The SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. ltr confirming and correlating all TRUSSES SHALL BE HANDLED WIN REASONABLE CARE DURING ERECTION TO PREVENT Ilurancts, Clearances, fabrication DAMAGE. W • TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. W Caw upteces of construction. SW Materials coordination of their d UbMtractors, performance of on=N er mild ull compliance E TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL i/..� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO ��� R--i HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. GROUP MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 ED Exposure Category i C Bldg Category : 2 Wind Design Velocity : IOU MPH 15 Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : It. TNOV 2 9 2018 Brien M meddy 9Trucl Eng i76U51 2590 N. KINGS HIGHWAY FT. PIERCE, rL 34951 772) 464-4160 E ie County, permitting Trusses shown on this layout ore a component part of the building and show truss location. Proper erection, temporary and permanent bracing design SOUTBFItN TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the Individual truss drawings COMPANIE5y INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 .L\iL X& 14 i.i.Vi♦M d%.O t RPTGN. Plan — 1452 Elev. A BALE: DRAWN BR DRAWING NUMBER: 5/22/2017 1 dhc 1452—A A. u 4 4' 4. s 4. dYs'ti�:ma,6 u 2. J1 J3 J5 A80 A7 A6 A5 A4 A3 A2 Al A2 A3 A4 A5 A6 A7 A2 C1 C1 C2 C3G J4 J2 ro N 1` 1- 1, 1- n n n r-- n n n n n n n to n I 0 — — J1 J3 J5 -- CI iv — (V p I 131 - - N — iv E12 B4 J2 i I' <o — — -.-- J4 XJ4J4 J2 IF 11 u I 11 � I �5 I s APPROVED TRUSS ANCHOR BY BUILDER Fr`r Copy , TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS ,+ � J r �f PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT �- ~tBCEr - EB 11 2019 Ide County, Permitter R C IE E F FEB 11 5T, LUCI9 994nty, I- ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (Z)HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 QD QD RT16A QB CONNECTION BY BUILDER y 11 REVIEWED AS MWAIMIT ❑ REJECTED / Po ❑ FOR YOUR IM M ralewed for coaformanto v ilfi 0 614a0iancu With the CoaUad to o Not Authonze Chapps to �rar Iments and/or coined F on UUM . compliance with tim Ctymd so responsible to: confirolhy errs a imenswns. tolerances, tIN[ooeN, lechn:Gues .and segaeatea of tl of materials and materials eeerlirte her trades and sabeoatrastin, der r and satisfactory Maim aa4Ur 10 A. a ow SHIM. eb I. ma NI 5`A`Na��S 5���/ M 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, 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 RESPONSIBILITY W TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADWCE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING MUCH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE 'BCSI-BI Summory Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING h BRACING METAL PLATE CONNECTED WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP WORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED W1TT1 REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. - TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTI011S. E4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL �J REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F -I 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 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 A. 1' S I Trusses shown on this layout ore a component part 5 of the building and show truss location. Proper erection, temporary and permanent bracing design S®U1�i AN TRt +�+ (772) 464-4160 - are the responsibility of the building designer or his engineer. i Lateral bracing shown on the individual truss drawings �ANA(, must be placed during the erection procedure. -� 2590 N. Kings Highway Fat Pierce, FL 34951 Plan — 1 SDALE: DAIS: DRAW Oakland Lakes 1 3/16 V-O" 5/22/2017 1 dhc 1452— A g • e' a' • • • • •