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HomeMy WebLinkAboutPLANS5�. INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ° ) GN GENERAL NOTES 1 FOUNDATION PLAN °N 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT'S XXX0 0 — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN — ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS i pull t1kxnes ya n h o m e s i. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' iTopographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph) effect#N CATEGORY` Weathering depth" Termite TEMP` REQUIRED" HAZARDS INDEX TEMP N/A 160-C N/A Negligible N/A Heavy 45 CONTROL DATE DESIGN CRITERIA: SQ.FT. CALC.'S 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C IST FLR. LIVING 1,452 5Q. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 1,452 50. FT. RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C ENTRY I9 SQ.FT. • 1—STORY RESIDENCE — LANAI W 50. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE LADES GARASE 353 SQ. FT. • STATE OF FLORIDA TOTAL I,S44 SQ, FT. CERTIFIED BUILDING CONTRACTOR: CUBIC VOLUME LIVING 12032 SQ. FT, RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) W/ LANAI 40'-0" 55'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 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. St. Lucie Coun 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. M� _..Luc(— ems. A R C H I T E C T S Design ro u LLc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII L v�0v000voJ SUHDIV. 8c LOT: IIIII OAKLAND LAKE (LOT #51) MO DEL: 1452 MOO-01 PROJECT*: R5025.051/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 5 %ATE: 4 /12 /19 CALF: 1 /4"=1' — O" C S OF 8 MAY 0120!9 } V¢ZZ= oQ� w J 0gVU w o 0 1wV0100 `w a J �0r~ ON sT. GENERAL NOTES 3. 4. 5, 7, 8. 9, 10. 16. 17, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA @UILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS /PSFI Al. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSFI D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.A. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.A. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, Y DETAILED. MEMBERS ARE TO BE CUT FOR PIPES DUCTS . NOSTRUCTURAL , ETC. UNLESS SPECIFICALLY WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESI©NED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A:F:F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R31222 OF THE FLORIDA BUILDING CODE RE, SIDENTW. 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODSIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN: WIND LOAD. B. DETAIL TO BE SUPPLIED BY. GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR GLASS 1DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %z -INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 3. 4. 5. 6. 7, S. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION, AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY 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 %z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS. ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 6. 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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %. INCH AND NOT MORE THAN ''%INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) T FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS; ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 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 SECTIONR506.2.42 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER v" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER D. BEAMS & COlUMNB; CA PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%z" 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70. NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION,6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE: THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIRIOC12 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: C.A. 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: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.10F 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 GRATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING $HALL BE STRUCTURAL GRADE 5/8" 088 EXPOSUREA 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 %: 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. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS 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 1_1360. 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 (92.9NP). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2A. 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 8137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. ` PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM ?W' PVC (SCHEDULE 40), INSULATED WITH Y.' AMAFLEX. 3, CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCHEDULE 40), INSULATED WITH Y? 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 i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -• VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB 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 Design Grou ITLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abd esigngrou p.com AA #: 0003325 �II'I'lll'I �oovvOJ STJHDIV. & LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-Ol PROJECT#: R5025.051/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHI'TECT- STATE OF FLORIDA APR 1 5 2vcz UA D : 4/12/19 S 0 b,LE. *1/4"=1'-0" SHEET GNOF �) SECURE STRAP TO CONC. W/ (2)� 3/16'x2' TAPCONS 3 1/2" THICK GONG. SLAB A/C UNIT /—SIMPSON WE3 ROLL / STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "5x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. POLE ON 1/4'xb' CAA. BASE (2) 1/2'xb' A.B. a A BOLLARD DETAIL -v L0 LO 2 'VTR } 2 mil. KITCHEN SINKS AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES v r V 4ID' - 011 3ID'_ID° g _ID" 6 "COVER ''"NC. FTC. RS EA. S MIN. 3" ) PAVERS EDGE LINE 1Oro DI N \ NB. +-3 1/2" ■ ■ ■ ■ ■ • ■ ■ ■ ■ ■ 11 $0'-0' FIN. ELEY. DI ■ FIN. CONC. SLAB • I F r DI 0 3 t/2' CCNC„ REINFORC ED TYP. W/ 6'x6'-WIA x W1.4 ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TEW CITE ■ TREATED WELL -COMPACTED CLEAN FILL i i��� it U IIrr=1�� I III III 14 � I 4 Dl ii I i \+( Ij ; l! T ■ I I� Fd� I ... 11PYG �-jj LL=J b �-1 X(o I CHASE _II I I I p�IIIQ I II LAY. i i P\��`f21 S LLANI) o� 8 9 I I � \\III I f/ I rr----� R--_- -R---a 1 OPT. II I DI `� ii i `% i f2\/w l L_REP_iL _____ I'- \y N ' I 3/4' ILL--- --- -_ - 3 1/2' CONC. W/G CONDENSATE SLAB ! '-�� 6' LINE _ - _= aFw-=,- I ■ S _ -==c uu__J� flop I U EXTEND i L„TU6 N f-------� - - SLAB I I!1' r- j WA; 1 ---i i11COND it I 1 ■ BOLLARD 7 ld LAY. 21'-4" 4' I - w PAYERS I p1 co ■ N ` FOR PAYERS LAE3 ry 4 24'x24'xl2' D l CONC. FTG. W/ 3' - 4" 8 �i (3) S REBARS EA WAY IN ON CHAIRS + + MIN. 3' . COVER PAVEEDGER 8 O (2-TYP) LINE O- D1 4 I■ � A ■ I� 1 'n ■ L I/2' DI I D1 — DI----- ■■■ ■■■ ■ ■ ■ ■ ■ 4'-ID.. 4ID' - 011 Z SCALE: 1/4 = 1'-0' ELEVATION 'A" A R C H I T E C T S 4Design G ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � omoo�v�ov� BUBDIV LOT: OAKLAND LAKE (LOT #51) MO DEL: 1452 XXX00-01 PROJECT#: R5025.051/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA APR 1 5 ?r^ DD T : 4/12/19 CA 1/4"=1'-O" SHEET OP' 24'-8' ■ ■ ■ IN ■ ■ • IN ■ ■ ■ ■ 2S'—�On 30'-4' ■ -- — ' -- ■ ■ - N. r co " �r ■ Ln 12) " e �e @e c4 ° ■ t 1 Eq rm 4 -4° r N N ■ 41 0 N NEI IN ■ ■ N iv Q m �, " ■■■ ■■■ ■ ■ ■ ■ ■ 10° 3'-4' 1'_4� 6'-1" 10' �° 12'-8' DOWEL PLAN 5GALE: 1/4 = 1'-0' ELEVATION °A' A R C H I T E —CT S 4Design Group LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"'IIII"I E 8 E O C SUBDIV. & LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 xXX00-01 PROJECT#: R5025.051/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA APR JAMS CANTWELL A;R NO 12079 MEMO TCAILJE: 4/12/19 1/4"=1'-0" SHEET 2 OF U WALL LEGEND BLK BRCx. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL I6' O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TA5LE N/63 FOR MINIMUM INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 ® 24' O.G. MAXIMUM, UN.O REQUIREMENTS . FURRING AT MASONRY is ® 24' O.C. OVER FOIL L0TT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS PRESTRESSED �CESSED 8/28-6-(IXlKI)L L-2 4'-8' 8/22-5-(IXl/(01L L-3 5'-10' 8/I6-S-(UU/(0R L-4 4'-b' 6/24-5-lIXI/10/L L-5 4'-b' 8/14-6-(1)U/(O1L L-b '1'-6' 6/24-6-(CURIA.. L-6A L-bB 11'-4° 8/Ib-S-IIAl/!UL L-6C V-4' 8A6-6-(UU/(IA- L-1 I 4'-h' I 8/24-8-1IU/l0A- L-8 4'-6' I 8/24-5-11UR01 L-S 4'-6' 8/24-5-(U1/(OA- L-10 4'-(o' 8/24-5401/(0A- 4AST•44nET4t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 f1'-4' SF28-15AT PRESTRESSED L-2 4'-6' SW22-05AT RECESSED L-3 5'-10, SFIb-05AT L-4 4'-6' M4-05AT L-5 4'-6' BF24-05AT L-6 1'40' 8F24-I5/IT L-6A V-4' 81`16-15/IT L-65 II'-4' 8F16-15AT L-6C V-4' 8F16-IBAT L-T 4'-6' 8F24-05/IT L-8 4'-6 M4-05/IT L-S 4'-9,' SF24-05AT L-10 4'-fo' SF24-05AT 0 OWNER'S SUITE 8'-8' CLG. I W.I.C. ILLI 8'-8' I I 11 I 2-CAR GARAGE 8'-8' CLG. L-1 I6'-O' X T-0' OHGD ------------------- GREAT ROOM 8'-8' CLa FOYER I m�� I L-2 ENTR' 8'-8' CLC L-3 9 25-SH LINTEL PLAN - SCALE: 1/4 = P-0' ELEVATION "A" L-bB LANAI 8'-8' CLa I L-6 I A _ ■—: 5068 5GD DINING 8'-8' CLG. BEDROOM 3 8'-S' CLG. BEDROOM 2 8'-8' CLG. 25-SH EGRESS L-4 010 270 I I I I w A R C N I T E C T S Design Groupp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA * 0003325 E 8 Ate+ W E 0 L m L SVHDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 xxxoo-o1 PROJECT#: R5025.051/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 1 5 D : 4/12/19 S ALE:-1/4„=1'-0" SHEET 3 OF 3 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS cacCr-.A4T ICI InITFI 4 4AFF r]r1T]fi n ARiFU GRAVITY OVERALL LINTEL LENGTH BFB-69 OFIT-6L BFIB-6B BFTO.08 BF]4-00 BFtO-0B BF3I-08 (TYPE OF LNTEJ two 9069 Ste ISO) 66e1 BfH4 9901 IBffiI T'-b' TO 3'-B' IPIffCABi) 2231 ]N'1. ]VI 308a 4000 5961 1094 son 3'-T'TO 4'-O'(PPo90AeT) 1968 2tal 9159 4516 8400 6224 4'-I' TO 4'-b' (PRECAST) 999 069 H96 1999 ]660 9R9 36M 424a 4'-t't05'-6'(PRECdeT) an IW9 Ins g91 Te90 ]549 9009 MID $'-6•TO S'-16•fP AAMN deal n3e 1m S4D0 9031 3T01 4983 6061 5'-114 TO 6'•6' (PRECAST) bet Ion n)9 16y] 2Jm5 ]Sans are! 3605 6'-7' TO 1' W' (PRECAST) 1- b» M4O g Se54 ]NS 99eT 11-1• TO W-4' (PRECMT) 5N Sang wasnot ICM Sm 2g3 2546 9'-5' TO i (PRECAST) 4l5 MB nib IOU ]429 Or 4006 ITO 11'-4, TPREGAVJ s6Sadd 640 BT3 1)04 Post add 2m %82 1'-6• TO R'•0' (MoRck ) 93T 411 tB5 1018 W6 b36 ]3K T003 •-P TO W-4- (PIEGAST) 296 4I4 .106 104A a]6 g91 2m 363a a'•5' TO 14'-0' MMECASTU TTE "Ni � NR Not NR NR NR 14'-1' TO H'-D' (PREBTRE9BED) NR We Ne Ni Nat W lot III 14 -V TO %4• (RESTR:89EO) NR M 15'-5• TO n'-A, (PRE6TRES6ED) NR NR Il'-5'TO 19'-4'(PRESTRE6DED) NR NIS NR NR NR W W W 19'-5' TO SI'-4' (PFSiSTIE69ED) IR Net NR NR NR NR NR We 21'4•TO 22'-0'rPEEOT.ffiDOED) NR N4R ]li )AIR tat NR OR )et i]'-I' TO S4'-0' (F�0IREBBEW NR 4AFF I (]ADA (I P.A,FT) A' PRFCAAT Il-1 WI EI S cwg:�6wnr UPLIFT LATERAL OVERALL LINTEL LEKSTH (1YPE GF LINTEL) a9•R M-R 6b-R PF2e-n i]4-IT 2F2B-IT 93l-li 0J0 BPB RGrtu T-6 6` (MoScAST) TO IB69 ]689 INN 43%4 8163 BI92 t001 =5 =4 %90 •-T' To W-0` flM WcAST1 669 T3E6 30b0 99D 4810 6D'tl See,404D 165 163 Poet 4'-I' TO 4'-0' (PRECAST) I]0l ]040 ]t0l am STII 9D19 Ott em, 4'.1- TO W-4- eMMECABT) mY' nID 216 T090 5980 s461 ACTT MI 411 l43 w.s. TO Y-10• (REC kaV ^.Oi gal Sate 2595 9101 36Te 4a3 340 an 616 5.4- TO 6'-6' R#CAST) s95 140'1 ICIr® 2920 2196 9101 3M eel WT 490 6'-T TO T-6- (PRECAST) T)T 1668 gM T0i5 T4S0 2021 s2]1 4J4 e04 363 1'-T TO T-4- (FREOAST) Poe 1e0 1196 914 10® Jbl T500 921 5n 230 9'-5• TO WI(PrECAOT) am Dl5 S% I" Nbl R36 2SI 2B6 401 1" 10'-l' TO 11'-4' (Mai AIR 0e4 66ta WST nTs %19 n03 260 452 e4 1-6. TO 13'-O'(PRECADT) /la 438 l24 99B IFi3 L969 2BB 2" rod O1 W-1- To e'-4' (MaoctDD 416 3w 60l Too,564 lu3 b2s an 324 110 13'-a- TO W-0• (RE PGAOT) 964 360 56® V4 BB9 Isei R]® add 213 we W-1- TO W-B' (PRE01RE69ED> 2" 3N D16 `12 0T8 9l0 Idl N6 R ]0 SI ]]I 3U AIM 62l T60 911 IW4 NO, ass u 14 -S' TO I5'-4' (FREbTFb?bPED) '01 T63 dab SIT 6Y l% 0e Hit13i 64 I5'-a-TO mr-4'(FRE6TRESEED) b] l]S 346 AT "1 641 TAT NR 145 52 1'-5• TO Mr-4- (FRESTREBBED) 143e4 3a1 "1109 001 as 00 42 19'-5-TO SI'-4'(FREBiRE89ED) al 1S1 ]69 319 K3 596 6-116 40 I'-O' TO T]'-0' (PRESTRCBBED) n4 n5 AS, are 4% 452 DST NR 91 30 2Y-r TO 24'-m'rr@eTRE0BE0) V PRECAST W!1' RECESS DOOR U-LINTELS SAFE LOADS (LB6/FT) 4w1 GRAVITY' OVERALL LINTEL LENOTN -0E �� •fe 41RP•OB eESa- ORW- (MPE OF LINTEL) 0RL% nod 9889 3260 4341 5421 "M WIT3'-b' TO 4'-4' (PRECAST) g9B abL 9069 2992 3E6B 4916 691{ effi4 4'-5' TO 4'-6' (FlffGAST) H94 W me n% ]]T 2899 9462 3966 -l' TO 5'-B' (PR:GA9T) W was IW3 %d ]R4 ]6H 3n4 3100 B'-0'TO 5'-le'fPREGAOT) BI0 SoSaid 1 970 6a40 9141 MAD T960 5'-II' TO b'-a• (PRECA6V lot TSD I i490 Not 9T6 B143 12" 5623 -a• TO T'-b' (PrSCABT> 6" 466 1 "1 "a 2]S9 sm 4e$ 3146 l'-T' TO 9'-B' (PRECAST) 411 - 8'PRECAST Wn'RECE55 DOOR U-LINTELS SAFE LOADS (LB5/FT) C UPL [FIT OVERALL LM1EL LEN61H 4if6•R NE10-R Rfl4-R b-IT arfnl-R 8,@]6- 8,¢9e-IT ROw (rrre OF LINTEL) 0R% el.n 9� 1660 2962 30BB 9191 4AB DteO V-6' TO W-4' (PI.ECAS9 l60 151 1164 M'l %04 ]YI] lass 3601 4Ye 4949 W-5- TO 4'-Y (PPECADT) 6%4 699 1e13 611, n69 rrn 23T6 1w4 390t Sol 4'-l' TO W-D' IP CA 40B AM 655 6BD 4Ol n46 1?9 fl33 )}S6 1193 5'-0' To 5'-I0' rPRECABT) 802 3a So, 6l0 OR, %90 MISS 2425 281% MS 5'-11' TO 6'-6' (PRECADTI ads TM "A '� 143 ais I%0 1%b ]Sabi 2B6B W.S. TO T'-6• (PISECAST) beb 614 OAS 3'A AIM ees na I310 as ]Poe T-T 10 9'-0' (ritiff T) 110 Asa 2H 4^%Tm49ET49 LINTEL SCHEDULE MATERIALS I. f'c 8' precast Intel = 40W p01 2. f'C prestressed itntal - 6000 p31 3. Grout per ASTM C416 "g - 3000 pat w/ maximum 3/8 Inch aggregate 4 8 to II Inch slump 4. Concrete Masonry Units (CMU) per ASTM G90 w/minimum Met area CoviO aeslve strength - 113= psi S. Reber per ASTM Adi grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C270 type P7 or 5 GENERAL NOTES I. Provide Full mortar bed and head Joints. 2. Shore filled lintels as required. 3. Installation of Ilntel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/1' one notolles at the ends to accommodate vertical cell ralnforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for Ilntel deflection IMPOrmation. 6. Bottom field added mbar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. E. Cast -in -place concrete may be provided 1n composite lintel in Ileu of concrete masonry unite. & Safe load rating based on rational design almlyad per ACI 30 and ACI 53O 10. The exterior surface of Ilntai s Installed In exterior concrete masonry walls shell have a coating of stucco applied In accordance with ASTM C-256 or Other approved coating. 11. Lintels loaded simultaneously with vertical !gravity or uplift) and NOrliontal llataraU loads should be checked For the combined loading with the following equation: Applied vertical Ioade Applied horizontal load S la Safe vertical load $are horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the Ilntel. See detall at right: 'm=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING I FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2' CLR TYP 2) 5 REBAR • 6 GR40 or GR60 SAFE LOAD 1A5LE NOTES I. All values based on minimum 4 Inch 1. For composite lintel heights not Shown, use safe nominal bearing- Exception: Safe Ioade for unfilled load from next lower height shown. Ill must be'reduced by 20% if bearing length is 8. For lintels length% not shown, use safe load from less than 6 1/2 Inches. next longest length shown 2. N.R. - Not Rated 9. All safe loads in unite of pounds per 11reAr foot 3. Safe Ioade a Sup -Imposed allowable Ioade. 10. All safe Ioade based on simply supported 4. Sore lea aced tmlitCade 40 or grade 60 field span. rebar. 11. THE, number In the the parenthesis indicates the 5. abet may be Bubbt�t�uted For two 5 rabars percent reduction for grade 40 field added 11nte1s only '�u, rebar. Example 1'-6' lintel type OF32-IB safe ,ETU, -` dealew may evaluate Ccatcantrated loads gravity load - 6412re, w/ I5X redUCtido 6412 1, e..• from the Odra load tables by O%culating the (g5) = 5501 of maximun rasieting moment and aheti; at d-away From face of Support TYPE DESIGNATION IFF . FILLED WITH GROUT / U - UNFILLED r-QUANTITY OF'5 REBAR AT j BOTTOM OF LINTEL CAVITY 8F1(o -1�Ali QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH •5 REBAR AT TOP MIN. (1) 11 1-1/2' CLEAR J ,S1t 3 Y U S 4 J �° L GROUT In O - Z �p 115 REBAR AT BOTTOM - • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/e'ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH I ABLE No. 11 SAFE WORKING LATERAL LOADS (Pi 8" x 8" LINTELS LINTEL SAFE LATERAL (P.P1 LOADS LINTEL Tsai LmdW TV. SSW PLAN BYS' SOLD TsAt L616'h 2'•0' Rauet FHB 3964 3-a' 3'-61 Rra.t 111 2310 41-0' 4'-0' Reek 904 %14 4'1' 4'-6• Frmak 630 Q86 4'J' 44 Reca,t 596 1%3 C-0' 511' Receet 666 1309 Y-0' 5'4' R.A Da 1105 6'-4• Fracet 04 1364 T'®' 11•6' Fr.A 61 00 S.-V 6'4 Raaet bit 0n Y''e' 1'-6' Reset 4/6 930 Feu.t 425 04 e'-0' Reset 361 BM B'-4' R A 304 TO Rau.] m 563 III Rack E1 453 "I Proust W 620 1'1' Reesk g4 549 014• Rsset W 504 a'J' Rack A6 404 4'-0' Rauk 99 Hl H-0' Revaead NA MI g'-a' Reelr®sea NA 301 n, ReYeead NA. 2a B'J• Pfa.vewd NA it, ]c-a "In"ead NA 59 2r-4' "trsx,14 NA al 2T-4- Reveewd NA 00 24'-W Rr4Veead NA % NR . Na Recommended SAFE LATERAL LOADS PLF) Two V OOOR HEADER PLAN WPOOR HEADER SOLD Reeser UW ]0'S R6cet 95O 16" Feast *I 021 Rack TBS Rauet bB9 1169 RBaet 680 Im Reset SN Out Plaaet 411 1511 Raceet 3E6. 664 R.aeel 166 536 LOTT S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 rM NOMINAL WIDTH/HEIGHT OF LINTEL �- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER nm 1 rn)rn 1 Turr. n4. nry I GENERAL NOTES: I. CODES LI. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 A R606 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2107. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 1.1.1. PIZE-CAST W/STANDARD REINFORCEMENT-4000 PSI 2.12. PRE -CAST W(FRESTRESS REIW-ORCEMENT-6000 PSI AI3. MROUT PER A57M C416 - 3000 PSI W/ MAX. 3/6' AGGREGATE, B' TO II• SLUMP. 22. RRINFOR.CING BARS, 22.1. STEEL PLACED N PRECAST LINTEL AT TIME OF FABRICATION ASTM A&S (GRADE 60) 222. STEEL IN LNTEL AND iC,1001 Ui BLOCK (PLACED IN FIELD) ASTM A6IS (GRADE 40). 23. PR E-STRE65ED STRANDS ASTM A416 1-WIRE, 5TRE55 RELIEVED 210 KSI 2.4. DRTAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x 8" LINTELS LINTEL Ua iTR CLEAR SPAN LNTILTYPE UNTIL, STEEL IPFILLED GRAVitt CAP IM' (DIOL 60M GRANTY CAPACITY (I%fIAU WLR CAPACITY I% (M JFUFT CAPALItt (IAL OM 00TTp1 MR iCP EAR GRAVnT CMAOTT 2'-10,. I'-V PRECAST (2) 02 (715 4145 1W 1608 on Vol 1.,. 1.,.FIRECAST 015 I a) `2 2415 MI 3831 48S 1 45 4-01V (L2 (]! 3 Il M adds 3355 4'•6' 3'-11FRI (7)R C)R L43 2165 2" 26" 260a 4'-8' 3'41 FRECAST (2)4 (2)5 031 eon ]On 20 2421 B'-4' 4'-1' P,ECABT (L5 lL5 066 lo81 1651 Y90 a81 5'-10' 0'-6' PRECAST ry19 (31� 860 W3 413 wtS %09 b'6-TO Rea R83. 0g H05 6- B-4'V PRECAST C) (2)R TO R91 031 INS a4s b-W '-8' 4' T PIPRECASTa 1% 5) -V BB1 Ile/ FM ION 0% 1-6' 6'-1' PRECAST 0L4 (2)R ow So 9E 925 ON 1'1' W-4• PIIECAST M% ff) I ON =A9 ES! 1M d41 SO 618' PRECAST (114 ry)R NB 9aA 9O3 1A °S4 V-4- T-V PRI W44 (2) n 486 ON %i 1 SAO 121 V1. 1'1' FIE:JI (2)% am 4% 126 MS 4B9 ISP 1 T-2. PRECAST (2)4 fL5 354 60 6% 3B0 1 613 II••4• 10'-a CAST ONS IV -3 3E 561 561 311 1 Gal Q'-a W-B' PRECAST fL5 INS 2% 525 53 an I 'd4 R'-6' IP-24 PRECAST as (L n Gil 490 496 W I SR 111 Q'-a PRECAST M'SE172 755 450 AS$ 24 A] M'-e' Q'-9' PRECAST U) 9 2" 430 Sao Me 3% 141 13'-4' iREBeED l])4 NR 40 dSa 230 446 0'J• 4'-0• FRF.BT(E98Ey M4 RR 319 art 1W win M-4- %'-a PR9BTRESSID IV NR 20 7a6 g3 3n e•-4• lo'-O' 81rE88ED (L5 NA 224 214 31 254 Ta O' Sa'-B' FfEBiREOED (215 NR 201 1a1 M 231 2r-4' Ja-0' PEBTRSBEO (2)9 NR ni m el 7ae 1]'-0' 3a-B' PREBTfEa9ED fL5 164 %4 W0 PA 24'-0' ]7'-0' PEBTR-c99FD (1)9 NR W a1 B{ g3 azaB2los_x...,.�•]3+ TARIF Ne � REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOAM (PLF) 8" x 16' COMPOSITE LINTELS LINTEL 1.0toR CLEAR SPAR LNTEL TYPE LNTR. STEEL CPAMY CAPACITY (015L(I1 GRANTY CAPACITY r1%n15u LFLFT CAPACItt (IM III I LR.Fi CAFACITY (65L am Ill EAR TOPEAR 3'4' a'-1' PRECAST ry)9 7 R 5%1 W000 w000 WOSO I'-0' 7'-B' PfECA9T (2) 7 461 WeOO W000 14' 3'•2' 1 FRECAST OA 3211 9%1 1 65N dai 4'-B' FRECAST 0A 25A 844 SOe 10900 5'-4 4'-e' PRECAST M5 4073 6431 4421 last 5'-O' 44• PRECAST lain 3923 O00 5430 614• S'- CAST (1)4 M9 4110 26e 4U b'4' 5'-2' PRLUT (L4 M 491 6'-8' 9.4' PR-cCABT (L4 fll 3Te 9T9 a659 3919 l-B' 6'- T ry14 ( Mt 19 2ded 3060 1, • 6'-4' PRECAST (1)4 ( 2196 2156 ate 8'-0• b' AST f7 4 (L 15 I 25N I184 21 -4' T-r PRECAST 0)-4 t11R 1356 1w6 %Be 2506 9W T f])R H69 1969 03B 7095 "W-6' T.2- 9'-1' PRECAST a)4 (7)4 (2119 T gal 18°b 11"r 10'-0' PREC40T (2) 9 14" NM TOO 004 -0' W-W i fL5 1 a36 aH 691 n'-2' CAST a 1251 Gin Sam Me 01-01 RECAST (3)9 ) 144 V14 5A 14'-0' 0118' PRECAST a 111 1101 IW6 K6 wQ M'•0' 0'-4' 1RE ALAI a 4n 140 K1 90] 9L4' 14'.11 FREIB9E0 (a14 n 09 QE 4n 82 1t S,. M5 (J)4 R 32 b41 11 IB'-a PRESTRESSED (7)9 (1 lB5 l65 5a FREB 89ED f7/9 !11 129 2 415 11'J' 20.e' BtrEBBED (2) (L 3 fin 20 420 V-a 20'-9' e8 f1)9 (3 Sol 5 -a. FRFSTfESBED (L5 NO i 481 01 an TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 20" COMPOSITE UNTELS LNTEL LEN61H CLW SPAN LWEL TYPE LWMtilr, A Mtt GRAYRT CAPACTT flS (IAB all CAPAdtt nAL(IAJ M-FT CAPAdTT (11 raAu SG iPACITY EAR n,sl 3'4' I.,. 1' ) 616 IOVAI W0D0 la000 4.0' Y-B' PRFCABT On5003 10606 etato Ia6W0 I.". I.,. R 4A (dead %M 10500 4'•8' 3'-4. T (15 ants ICOCO T036 N.0S0 4'-Or RERAOT ( 61. 10000 BT3a W000 5'•0' I''-6' T (Ln 0tB 8109 466t 9JA b'-4' Y-a T 1IT4 6 2 6TR 3E61 114] 6'4' B'-T T (L4 250 680 36.9 65% 6'-0' 5`1. T f)4 WSa 5814 3AI 6R4 1.PFECABT (1 4 439 MOO 4508 l'•B' 6'-4' PRCCAST (L4 4099 4099 1808 1782 B-0' 6'-B' PRECAST ON -4 (Lia 3130 3130 LTB OEM T-0' T OV )9 3420 3N0 7 9561 9'-4 are FRECAST ( 4 2101 7P! %0 2B33 W b' 9'-3' CABi f 4 (2)R 221 2211 03 72M V T MIS 1954 N54 031 2009 a' -a Si CAST (1 5 ry 5 1In mY 9W IMIS 74- II'-1• RECAST fD !]79 lo6l 61 18 tIS D'•4' Q'-O' PRECAST (315 2) 5 EWt lira is 414 W4• Q'-9' RECAST Q)% 9 TH3 p99 8% a73 44. PRE0TfE09E [7)'4 ry)5 Sa% 1124 561 1 6'-4' W-4' 1W-C PFEBiRES6FD (114 IT14 134 36 6• ` SREBBED [1 4 ry 5 1330 4n C[I Sa'-0' (319 IO53 3 3M 70'-0' Sa B' BTrE96ED (LS fI 919 3Q 0 2r-4 Ia-H 81FE f115 % 2 73 2Y-0' 10'•6' iFE88ED (L5 )9 AT 1ST t Bel 1d'- L'-0 if886ED (L9 659 5 16BLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 24" COMPOSITE LINTELS LNTEL LENGmI 0.EAR SPAN LM1EL TYPE LMIEL s1FQ GRA 17 CAPACITY oft oft GRAVITY CAPACITY (I%(t9J 'tri CAPACITY (IAL(Im LPor CAPACITY A?%L Ol EOTTLTIEPR TOP BAR 6FIRSowarWDDd PIELABT (2)`2 (3/R Wfil wS00 WMe 0050 P41 1'-V PRECAST 0 )5 039 10000 1aea,0 4'4 3'-2r FIRECAST Con m SON 10000 WWBe 00Oa 4'-B' 3'-I' PIECA6T (2)5 )n 463 10000 5629 10000 5'-4' 4'-0' PR:fJSi (Ln R 16"00D0 1051 00a0 RECAST )n ) 6231 WOOS 5136 t000, 6'-4• 5'-0' T ( 4 R 5w1 WOOe 4 9450 6'4' S'-J' T ) )9 85p9 OS 44N B913 6'-1. 5'-L i'RECABT al )R &H 9N1 4T+ E410 6'-1' PrECA9T (L'4 5 629E 64% 32I3 6611 1'-B' b'-P FREWT M4 R 6014 663 T W4 Baal 5°.61 2063 Bad B'-C l'-a PRECAST iL4 n 4631 On 2557 5030 S'-4' B'-0' PRECAST Ill 3L6 3126 Ed? Via Y-2' PRECAST (2) `4 Q1)9 Ito 2931 520 38J5 � II'J'-0' FRECAST fL5 ) A53 2553 m9 1604 Q'-0' III CAST ry)5 2309 1305 10251 R'4' II'-3' PRECAST a)S 9 1W 1Ml IpY! 099 PRECAST (2)5 W6 19]6 ON Sa71 Rini M'-e' Q'-e' PREUUT ry)s n m0 mB 161 1638 If'-8' E'-' 81FE (2 4 2M9 1346 65 QB3 E'J• N'-0' PREDIREtBED )4 1a6 1136 M Inn Sa'-0' Mob (2)4 load d64 90 e'J' g'-0' FR9TIE86® ry)s O to 3111 135 20'-0' Il 9 f )5 B Nl 21'-4• DB'-0' TFE (L5 n 304 22'-0' WITS. PREBTIESB® ry)s 24',V L'-0' PREBnE89E0 (])5 82 W4 239 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 1 8" X 28" COMPOSITE LINTELS LNTEL Ull CLEAR GPM LIM TYPE UNTIL VAMY LAPAC1rr (ai (I% GRAINY CAPacnY (IAL (IAR LIFIFT LAPALITr (I)SL ll% I)RFT c Acltt III am Comer R TOP OAR `7 14. T ry)v Wool date WCtlp WBdl 4'-0 2'-W T Mn 0012 ITIO W000ow WOdO 4'-6' 9'-1' LAST (III (2 ben WO08 W O O 4'-0' 3'-4' FSECASIT (Jl v CO 5a08 Wood WOOD Ware 4'.0' PRECAST WS [Lv gall WeaO 0000 4'-6' MECAST (7)A (vn lan beat, Sea WaWe 6'- ' 5'1' FFEC49T G) 4 (7) n W¢ae we00 Stun b'-6' W.I. PRECAST a)14 (7) Me®0 10000 536 510e0'-- 6'-0' S'-4' PRECAST M4 M1 96311 Otat Sell 0DO0 14• 6'4' RECAST U;% (2)1 140 :Pool 88U Ise 1'-V 6'J' T M4 (2)v T¢64 9%6 61 1326 Si 6'4 PRECAST 2)4 C?.In "Is 1E9T 3326 6661 8'J' 1,4. T (I)4 (2)5 5864 6513 San 6 ' V4- B'-0' FRECASTT-4 (2)R "I Stal 2355 410 III T-T OAST W 4 (LIT 351 30M Sol 3663 Ill-4- a • T (L5 IDS 3190 oil Net, 12141 0'-6' T (L5 7938 991 ENS 2133 v-6• Y-Y FREI l2)9 M 2119 2110 Rn 2495 13'-4- V,-e PRECAST IV (2) 2" 24% 049 2" N'-0' W-ar PRECAei IV 01 2M 22g SET 94l 114' -4' FRE9TNE88ED M-4 2971 2611 t16 Wi 514' M'-0' FfE5rtE55ED (L'4 2)R 76% 1616 39 n'-4'-a PRESTRESED ❑Y4 ( ] 1023 Ell, Im E4' '-e• PRESiPE9fiED a)5 C) 4a PRESTRENOR f2)5 G).3 M96Was 305 11 ]r-4• a -a PRESTREECED (L 5 (2) 5 938 665 11'-O' 10'-B' RE8TRE89E0 (L5 11 1i I N'If 1FRE91FEB8F➢ R) 5 (7) 9 1®M I all 7" Sal TABLE NO. 7 REINFORCING. SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" % 6" UNTELS LNtEi Lel CLEAR SPAY thrra PE LINTEL STEEL PLWN GRAVITY c4PACm 4RAN1Y cAPACItt r6%rIP�4 GFAMT' CA4'AGtt (IAL(vw JPLFi CAPALItt (IAtn% uFLFT UPAGtt n%n)w BDncn. Tof 3'-6• 11. FiSf3ST 1665 W64 Hama 24SO C• Tuf FMC ST_ My Gain Ral 425 `QS Sa63 m M4' 3'-Y PRECAST 4 on 151 0 1489 489 4'4' 3'-4' PlEWT f )R (11R aft,WN "I B96 Ii96 5'J' 1-0' FREGAST Um CV1 6" BE We TIN Ilk 5'-1- 4'-1' PRECAST (] (2) `2 511 E03 008 93D SAO 1.". 114' PRECAST ry 4 (L4 ASK 141 141 TE 81 8'-Y PRECAST ( 416 19 le 130 020 6'-B' F-4' FREGAST al 453 693 693 681 TOO '-Y PRECAST ()4 R R XI SB6 ads SA "I '-4' PRE )R 3 568 56B 493 641 '-0' PRECAST ( %536 536 457 bB9-a PRCCAST9M501 501 4A 5T6 '-a PRECAST (1 9 ab 4 d% 9g '-3'PRECAST EW4 a)R 24B 371 312 239 473 '-0' PFECSET (L9 3e CART 2 am 20] 2M 281 n3 Me I'RECAST R0 2e ae el 13B -O' AST 91 5] P.1-0' T ry)9 160 g 01 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTE. 114 CLEAR WAN LINTEL TYPE LNTM STEEL kFILLE) GRAM( CAPACITY CaRANTY GAPACItt (IAL (am Sri CAPACMr (I%(Im IFUR CAPACITY Oft T 11 Ui CMAOTT al am WrOM BM TO'a OAR 4'-0' ii PRECAST (LIT (LIT 01 141S WE li E63 4'-1' 2'-W CAOT (2)9 (2)IT 042 Mo Ill re nE PJ' Y-a PRECAST (2)9 Dan 563 030 am ab IRS, 4'1' 3'4' FIRECAST (LIT )R 806 We wN E% 5'4' 4'4• T (2)5 941 Bab 646 003 OO S'-4' Ati M-4 458 610 6W 6W l90 TM '4' PRECAST M4 (2 fl 8 B 4" 641 8' -1. PRECAST (2)4 17, 3g 400 W315041, I.. 1i PRECAST M4 119 48 45 191 AIR 25. CONCRET'INS OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND C aN5TRUCTON SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 53ia-08. 32. MINIMUM MAa RY UNIT STRENGTH: FM 1500 PSI. 33. MORTAR SHALL BE TYPE S. 4. STFWCTIARAL: 4.1. SAPE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIM" ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIPENTIAL, 67H EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION e2014), SECTION 2104.15 (1) /5 CONTINUOUS 8'X16' KNOCKOUT BLOCK • ' TOP BARS: :�•� SEE SCHEDULE (1) #5 CONTINUOUS r ' STIRRUPS AT 4'-0' cc D � (TIED (TIED OR WELDED) BOTTOM BAR 1 SEE SCHEDULE (PRECAST) 8/16-S-(i) #5/(1) #'5 PRECAST -s, 'g (1) #5 CONTINUOUS 313, /--8'X16' KNOCKOUT BLOCK BARS:SCHEDULE +.( )/5CONTINUOUS 2' STIRRUPSAT4'-0' cc D OR WELDED) 270ks1 PRESTRESSED CABLE 8/16-S-(1) #5/(1) #s PRESTRESSED ©4 TARLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14' RECESS DOOR HEADER UNTIL _ENi CLEAR SPAN Ull TYPE WT 5= GRAV7 UPACI' on. (115v GRAVITY CAPACIT (AL 0)w UPLPT CAPALITY aft (I% UPLIFT .1, (IAL ry% SOMOM 844i TDP SbR 3 3- _WrOr TO FRECAST (2)R a I 00Z0 tA0 0000 4'1' T. 1 W-2 (1) _I 4'.4' 3'-a FRI ry1R 11 300a BO53 6139 B566 {'-0' 3'J' PRECAST (1)R Ts 2 B0 6231 Sao MIS 5'4' 4'-4' CAST Hl4 3 W42 W-O' W4 T n 4 (VII2133 2w ]759 1B% l'-B• VTO PREGABi ON ] 2wB 2" W5 On a' • T-4' FROMM [L4 2 SaO9 no ❑0 04 l%T Its 9'•e' B'•4' PEG49T (L4 log 316 A r r k1120 1, ' aill0 1 8/16-S-(1) #5/(1) #5 8/14-5-(1) #5/(1) #5 31" 32, A R C H I T E C T S 1YY11Y. nV1YML.V rlCNliN1Y GLY V. LONG WOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 Lo��000�om� SUBDIV. Be LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 MOO-01 PROJECT#: R5025.051/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C IrARCHITECT STATE OF FLORIDA D : 4/12/19 3. 1 of 8 SQ.FT. CALC.'S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING ENTRY LANAI GARAGE 1,452 15 80 393 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 1,944 SQ. FT. CU51C VOLUME LIVING 12k32 SQ. FT. EXTERIOR MASONRY WALL BR3. HEIGHTS 5RG. LOAD 5R3.WALL NON-BRG.WALL COIyPOPENf AND CLADDNO WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # S0UAFtE WN/OR. WINJDR. SM ZONE 160 MPH WIND DESIGNATION WIDTH F E 0W 1 112 161-01 1-0' IV 84' 5 26.0S/ -44.03 OHX 2 20 3065 DR. 36' 80' 4 30b4/ -30b4 3 11 25-SH 38' 63, 4 3231/ -42b2 EGRESS 25-5 4 11 EGRESS 38' 63, 4 3231/ -42b2 TEMP 5 42 5066 SGD 14' 80, 5 28.14/ -51.0S 6 11 25-5H 36, 63' 4 3231/ -42b2 1 11 25-SH 36, 63' 4 32.31/ -42b2 8 11 25-SH 38, 63, 5 30b4/ -51.18 EGRESS 9 11 25-SH 38' 63, 5 30b4/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE E5ASED ON THE Vul! DESIGN WIND SPEED. F15CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2xb U roll 2'-0" 1'-0° • IV O.G. CABINET SECTION BM 22 30'-0" 10'-01, 8'-0" 1 11-0 1 — — — — — — — — — �`. 41 LANAI I c0 314'-2" S'-101 I I r 25-SI I 25-SH 25-SH 5(O68 SGD m EGRESS O � z ivy' CI R/T N Lu GREAT ROOM DINING ■ 14'-0"x19'-4' I I0'-0'x9'-0' ■ OWNER'S SUITE 8'-8' CLG. I W-8' CLG. 14'-O'xl3'-4' W-B' CLG. 0) I v � I 14'-loll ro'-2" I 9'-0" ro r I I Ii,___. SHOWER HEAD ob ® 6'-8' AFF. �9 i ri a O C RIT A I II ■ " 6.. y 3' 01 i 3'-2" t v 5' 2" 4'-4" 3'-roll 4'-8" 5'-loll I 3'-211 2'-8" I' loll vi z'-a° PAD OUT WALL KITCHEN r X r M 12' AFF. C 8'-8' CLG. 0 LL 0. BATH 3 _0 8'-8' CLG. 0 n F -� N ■ ■ o� OPT cf)"' I C" m ti� REF. ------ 12' SH F 3-SH Q N e I I k i = aI I A/G 2x8 W.I.C. I " �,=F� i I a 1LJI"ly) III - ) I I� I Q R HEAD ®6' AFF. ■ v m ■ m — — — — — - I i u_ i TUB 8' IR-ISH- W/H O OLLARD - F 2-8 ' x BEDROOM 3 10'-O'xil'-0' COND. O 36'x22' ATTIC `° F e0 e'-e' cLG. � ACCESS � °� ° ■ ' Q N 7'-G ° m 7'-8" 3'-roll 4'-S" 5' roll 3' loll 7'-4" Lu c0 G — — O FOYER R/T 3-0 BF. �Ra�� ■ 24 = 2—CAR GARAGE ■■ ■ I5'-0'x20'-0' m a'-s' CLG. __ M.T. `@ O w ENTRY_ LECTRICAL CLG. PANEL ■ PAD -OUT ■ — — — — —7 I3'-2" HB 0 N °' I m t BEDROOM 2 TRUCK BLOCK I 0 t � � 12'-0'xI0'-0' ® GARAGE WALL ' I "� r 8'-8' CLG. 1 i 25-SH I6'-0' X 1'-0' OHGD EGRESS ■■■ ■■w ■-■ ■■ ---- -------- O 16'-0" 8" 2'_4 2t_411 8 0 &Lori 19 4" 4 8 Iro O' 40' -0" 22 =iGl FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E C T S Design Gro u L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lom�00000m� SVBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00—Ol PROJECT#: R5025.051/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT- APR 1 DA : 4/12/19 SCALE: 1/4"=1'—O" SHEET 4 OF A R C H IT E C T S SCORED LINE (TYP) 8'-8" BRCS. HGT.� 6'-8" HDR. I4GT.h 0- TEXTURED CEMENTIOUS COATING PER (ASTM C92(9) (TYP) 0'-0" FIN. FLR.,d, SHINGLES (TYP) iI ICI ICI _Mp ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTD.ATION AREA REQUIRED 1/300) 6.21 SQ.FI. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447 4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SUN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.RI. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF BRG. H4GT. V-8" BRCS. HGT II_011 ,46'-8'I HDR. H4GT. W. SCORED LINE (T v lTl'P) 00 TEXTURED CEMENTIOU5 COATING PER IASTM C92(o) (TYP) 0'-0° FIN. FLR. FRONT ELEVATION SCALE: 114 = 1'-0' ELEVATION 'A' 5 OFF -RIDGE VENT 8'-&" BRCS. HGT OFF -RIDGE VENT 12 5 - ,` 8' -8' BRCS. HGT. I 6'_V HDR. HGT. - - ------------ _ I_ ro'-8" HDR. HGT. - v �TEXTURED CEMENTIOUS (ASTM C926)COATI i IYPER 0'-0" FIN. FLR.$ - ------------------------ - FIN. FLR. - -o01-0" 12 5 REAR ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'A' 8'-8" BRCS. HGT. I'-011 6'-8" HDR. HCsT. ---------- — - — - — - — - — - — - — - — - — - — - — - — - — ■ -- OPEN TEXTURED CEMENTIOUS COATING PER IASTM r C92(o)ITYPJ 0'-®' FIN- FLR.s ------------------------------------ -- _ _ h01.011 FIN. FLR, 12 5 V-8" BRG. HC3T., -8" HDR. I4GT 0'-0" FIN. FL RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' OFF -RIDGE VENT OFF -RIDGE VENT 8'-8" BRG. HGT. ------------------------------ --- h'-8" HDR. HGT. u �G!TEXTURED 7TIM T5OU COATIWG PEC926) (TYP) �n ------ — - — - — - — - — - — - - — - — - — - — - — - -- — - — - — - — - — - - - ,,40'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' 4Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I BVBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 xxxoo—o1 PROJECT*: R5025.051/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APR 1 DA EJ 4/12/19 S rer.,rr.:1/4"=1'-O„ S EET 5 OF 0 � 1 q V 1( `I�{ E D Tom', jar' E CONTROL DAr=_: al-ml.ls C O 1B, 7 1� 7 E C O 1!I-F, SCHEDULE ��JI1ll SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 18-18 1400 (1) 106 x I IR" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X I In' - NO I6d OPTION) (2) META-16 IS85 (2) HTA I6-IB 2800 (10) 106 x I In I I -PLY, CUSP: (10) 10d x I In.) 1900 (14) I6d 2-PLY CUSP: NO I6d OPTION) HETA-16 1810 HTA I6 1615 (5) IOd x 1 I1 I -PLY, (8) I6d 2-PLY USP; (10) 10d x I la', NO II OPTION HETA-20 1510 HTA 20 1615 (9) IOd x 1 1/2' I -PLY, (3) Ibd 2-PLY USP: (10) 10d x 1 14', NO Ibd OPTION } (2) HETA-20 2035 (2) 4TAn0 3170 (10) 10d a I In' )-PLY USE: (10) 10d . I Ile- 2500 (12) 16d 2-PLY (USP: NO 16d OPTION) z O LGT-2 2150 LUST-2 SIS (1) - I/4' x 2 I/4' TITEN, 2 PLY (USP: BLK (5) 1/4- WE, WOOD. (16) 106 U) PETAL-20 2480 NO U6P CONVERSION FOR 91MP80N DETAL-20 6e) - 10d x 11/2, I PLY MGT 3965 MUGT 4000 !VS/b' A.TR IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HST-2 10950 HUGT-2 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (II 1Od TO WOOD CUSP: WOOD (8) IOd) HI . IOE30 HUGT-3 9365 (2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 1V EMSEDL (16) led TO WOOD (USP: WOOD (6) Iad) LGT3-6DS2.5 3285 LU3T-3 5330 1121 SDS 1/4's2 In' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W8251 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 10d x I-IR' (U6P; 00) Nod x 1 12' VGT 4940 NO USE CONVERSION FOR SIMP5011 VGT (U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD5 1/4'X3' TO WOOD (21 VGT 1155 NO USP CONVERSION FOR 51MPSON (2) VGT) C2) 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10d x 1 In' (USP: (14) IOC a I n%CHI 1Od) H76-16 1150 HTW 16 1660 (16) 106 x I 1/2' NSP: (16) 1" x I In', (I6) IOd) HTS-20 1450 HTW 20 2045 (24) led x 112' /USP: (24) IOd x I I2', (20) lad) HTS-24 1450 HTW 24 2046 (24) led a IIn' CUSP-- (24) led x l Ale', 120) lad) LSTA-12 . 525 LSTA 12 970 N0) 10d USP; (10) lold LSTA-IS H )235 LSTA 16 1360 (14) led USE.. (14) 10d MSTA-IB .. 1315 MSTA-15 1315 (14) 10d USE, (14) 10d U) M57A-24 .. 1640 M5TA-24 IT50 (18). told USP, (IW IOd MSTA-30 .. 2050 MSTA-30 2140 (22)I0d USP; (22)IOd MSTA-36 2050 META-36 2525 (26)10d USP, (26)1ad 15TI-36 3500 K5Y 236 SOTO (56) 106 x I In. USP. (36) lad x I IQ' (n MST)-48 5065 KTSI 248 4250 (48) led x I In' U6P; (48) IDd x 1 In. H6 950 LFTA 6 1595 (W bd TO PLATES, (6) Sd TO STUD$ (U6P: (16) 5d x I I/2', (16) Bd) 5P4 555 51-T 4 945 (6) IOd x i In, TO STUDS USP: (6) 10d x I Ill' TO STUDS A34 395 MP 34 410 (4) 8a x i In' TO BEAM, (4) 8d x f I2' TO POST. USE: (4) ad x I In' TO BEAM, (4) Sd x I IR' TO POST. HCP2 645 HHOP 2 1010 (u)10d x I In, USE; (10) 106 x I la' TO TRUSS, (10) IOd X I In' TO PLATE 410A 1340 FIT 16A 21SO (18)10d x I In, USP: (5) 1Od x I In' TO TRUSS, (5) I0d X I In' TO PLATE VGT a HDU4 4565 END, 44 4535 lN+)-SOS I/4'x3' TO WOOD, (IW-6D6 114.4In' W/ THREADED ROD, (2) NUTS/WASHER 2 PLY U6P: 5/0' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD 6CREW5 VGT e HDIB 4940 TDX 10 5110 116)-806 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT6N)ASHERnIFLY P: l/B- ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY (4) 1/5' THRU-15OLT6 ABU 44 2200 6665 PAU 44 2535 6175 (1) $/8' ATR IN HIGH 6TRENGTH EPDXY, (MIN. 1' EMBED) IN CONC., (12) Ibd TO WOOD USE: SAME A6 SMPSON ABU 66 2300 12000 PAU 66 2535 :5aS (U 5/6' ATR IN HIGH STRENGTH EPDXY, (MIN. I' EMBED-) IN CONC, 112ASd TO WOOD USE: SAME AS SIMPSON N LTTI9 .. 134a LT9 19 1205 (U 3/4' ATR IN HIGH STRENGTH EPDXY, MIN, l' EMBED.) IN GONG. wl) TO WOOD USE: SAME AS SIMPSON LTT206 +.. 150a LTG 20B 1105 (1) ICJ' ATR N HIGH STRENGTH EPDXY, (MIN. l' EMBED) 1N CONC., 000I0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) told, (10) led x I IQ', 2-12' (� z HTT4 4455 HTT46 4465 (1) S/8' AT.R IN HIGH STRENGTH EPDXY MIN, 1' EMBED,) IN CONC., NO) $010 X I In' NSP: (20)16d X 2-1/2') USE HAS MORE NAIL OPTIONS: (20) told, (20) 1Od x I-1/2% (20) I6d x 2 In. Q HTT5 SOSO HTT45 5430 "U 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. I' EMBED) IN CONG, l26) IGP X 2 VT (USP: (20) I6d X 2HI _5P HAS MORE NAIL OPTIONS: (28) told, (26) 10d x I -In', (20) Ibd x 2 I/2' HHDOII-S S 28. D II 9 a UPHD I 12090 'II I- AT Y Y R N HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN C@NC. (24J 6p9 . x 215' WOOD SCRELL5 CUSP: (24) WS3 WOOD SCREWS) HD15 6645 TDX 10 51C "J l/8' AB. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONO, (3) 3/4' SMJO BOLTS TO WOOD (USP: (4) 1/V BOLTS) V) MBHA B56/1125 3475 5330 N=M35X121U 3166 7130 SIMPSON; (I) 3/4' ATR M HIGH STRENGTH EPDXY, (MIN. 6.15- EMBEDMENT) IN CMll. TOP, (U 3/4' ,:.TR IN HIGH 8TR5NI TH EPDXY, (MRL 6.T5 EMBEP11I IN OM.U. FACE, (Ib)10d TO BEAM NSP: lU Ill' J-BOLT W% MINIMUM 6: EMBED. l NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4" CIA ITN RAMSETiREDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FAGS. w HU6C412 (WOOD) 3635 2660 (FLR) HUS4121F Saba 2530 (FLR) (10) I6d TO HEADER 00) I6d TO WOOD USE; SAME A6 SIMPSON 3265 (ROOF) 3225 (ROOF) z Q 4UC410 (CMU) )BID SASS HD410 iF I9ol5 3115 (le) 1/4- x 2-3/4' TITEN d9 PER FLANGE) TO CMU, (10) lad TO WOOD: (U6P (15) I/4' x 3' W53 SCREUJS 0O) 10d TO.WOOD, HUC210-2 (CAW felol 5086 HD210-21F 1905 3115 (0) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP; (16) I/4' x 3' W33 SCREWS, (IW I0 -TO WOOD HUC21a-3 (CMU) IBIO 40ma HD210-31F 1905 3115 FIB) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) lad TO WOOD: (USP) Nb) I/4' x 3 IA63 SCREWS, CID) 106 TO WOOD LGHIM126-2-6DS 1450 5SE5 NO U6P CONVERSION FOR SIMPSON LGUMM-2-5D6 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SOS 5CREILS TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FG-R WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR JSP - CIA ADHES' VE ANCHORING SYSTEMS. - WHERE ANCHOR EMBEDMENT 15 GREATER THAN T" DEEP, THE VERTOAL CELL N CM.U. WALL MU5T BE FILLED S LID ./ GROAT Iad COMMON NAILS CAN BE 6JB6TITUTED WITH 106 x In' NAILS IN CONJUNCTION w;TH A 23% REDUCTION IN THE ALLOWABLE LOAD.-WRIT-E%-FPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS AFFE- OATION PRIOR TO INSTALLATION- ::. MINIMUM EMBEDMENT INTO THE TOP OF A SONDEEAM WILL SE 5', MINIMUM EMBEDMENT INTO HE FOUNDATION WILL BE l' w H A.:R - A-307 ALL "'HREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. vARIE6) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATICNS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR YNST BE RESPONSIBLE FOR MAKING SURE THA- THE PROPER CORROSION PROTECTION IS C5ED- WHEN 'USING S-AIN'.ESS STEEL CONNECTORS, USE 5TAINLE55 STEEL FASTENERS. WHEN )SING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A57M-4I53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDJAL BASIS AND MUST HAVE WR"TEN AF°PRDVAL FROM THE ARCH) ECT ENG NEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALJE5 BA5ED ON SIMP50N "WOOD CONSTRUCTION CONNECTORS C 2013 'HIGH WIND-F=515-Y.'T LT'SRJC-ION J HWm9 1VD ANCHORING . FASTENING SYSTEMS FOR CONCRETE < IA50NRY CATALOG C-SA5-2m12. 2 x 12 (•2 SYP) l/16' OSB )TYP.) NAIL (3) 1241 ® &'-a' O.C. TYP 2x12 BM•/HDR. ® gNTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO B,'-O' TO W-0. U.N.O. 4'-11 I!2' -1'_11 1!2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, 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 5%. HEIGHTS LOAD BRG. WALL NON -BD (ZF CNI -i It -Ni )DK G J2 - ��— — II —° — J2 L2Cx t - '71,- (n d1 r r r r r r r r r r r r 71 0 ====pL ===1 LI _. J1 Jl — • Q fi QVS J3 n u �I J3<V4 II - — = II II II I I I I I II II II II II ii �I� II J5 '— u u n u u n u u u n u u == J5 �'i' IIII IIII II II II II II �. A8GL (2)META- 16 (2)MEtA-I A-1 !� I I I I I I I O -4 I I A5 x 4 I I I I I II I I O F U A4 � O ■ / _/TI / mll d _/T II 13 KJ Y/ IV 'GJ Y K/ --- ---- ---- A2 _jZ f w ZLI Q -- __ -- ---- - --- - -- A101Y w �-i LU >>-- __ Ix4 5TM, CHORD BRACING 12' O.G. MAX., SECURED W/ _ _ — _ _ � - A (2)10d COMMON NAILS a II EACH CHORD INTERSECTION II u -41 B4Cx ___------- —__; T—I J4 = n n n u u u = ■ ( II J2 a u__ i1v IF 42 A3 I ® �e F7 I II II II II II I I II s \0 \9 R ®F FRAMING y"LN SCALE: 1/4 111 11-0' ELEVATION 'A' Al CI CI C2 C3Cs J4 J2 A R C H I T E C T S 4GroDessn u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 �unnmi ��omamemoao� E E P W r SLTBDIV. & LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXx00-01 PROJECT#: R5025.051/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 1A 7TR D t: 4/12/19 SHEET 6 OF EL CTfRICAL LEGEND 5YMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCFED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT (TAMPER RESISTANT isFl RECEPTACLE TYPE) TYPE) 220V RECEPTACLE 4 WIRE CONNECTION WP IIOV DUPLEX EQUIPPED W/ GROUND FAULT d RECEPTACLE NTERUPTER (WEATHER PROOF) SWITCH s 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y.� LIGHT FIXTURE - CEILING MOUNT LED �^^�{ LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- 5IRCV.P. VAPOR PROOF �( LIGHT FIXTURE - A PENDANT ® EXHAUST FAN MOTOR 6�6 LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL PANEL dam METER g17 SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED GO CARBON MONOXIDE GATT, BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,602 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: 80kVA VOLTAGE: 1620A3200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT, IWW amps SERVICE BY OTHERS (3)0I THHN/rHWN COPPER CONDUCTORS, (U • 6 THHN/THWN COPPER GROUND IN 2" CGNDUIT, NEMA 3R 200 AMP COMBO VOLT DISCONNECT VOLT 42 M CIRCUITS AND METER CAN MLO 200 AMP. PHONE / DATA CABLE / TV WEATHER WEATHER PROOF BOX PROOF BOX 200 AMP ELEGTRIGAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS 8HALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE W THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC 16 USED THERE 16 NO BOND/GROUND TO COLD WATER PIPE. Nr I LANAI FAN/CEILING PSE-WIRE E P' I �11 / I DINING OWNER'S SUITE GREAT ROOM 4 I `\ VP CMD 0. BATH ___KITCHEN ; LF - - OPT. �— M W.I.C. j l� _ V III BATH 1 44' Off_ LIGHT 4 SWITCH 1i IN ATTIC SPRINKLER CONTROL 2—CAR GARAGE / / _ I� GFI CLG. i OUTLET L—J r• II I \ SCALE: 1/4 = 1'-0' ELEVATION 'A' COACH LIGHT FOYER ull R/A ---I I �b. ll_� a CMD BEDROOM 3 BEDROOM 2 - SD. \� ENTRY II �II P.H. JACK DED. 20 AMP OUTLET FOR M. WAVE A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII'lllll sUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-01 PROJECT#: R5025.051/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA APR 1 5 DOYEN 4/12/19 S ,b,LE:'1/4"=l'—O" Building Permit k 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 If Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mulllons N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 X' minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), lamb 13) Sliding Glass Doors +28.74/-42.62 1 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6). Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1-1/40, Min Clearance to edge 2", Min Clearance to adjacent anchor 40; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.S" OX Garage Doors +25.91/-31.39 +36/42 Clopay 160 model 73W6 FL 16546.4 N/A lamb to block on vertical Jamb 4" X 1 1 4" min embedded Tapcon. Max spacing of 7 2" and 1 00 steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 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 curreni 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 LLC LONGWOOD, FL 32750 ✓ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'lll"'lll E 0 A� W E 0 C 2 SUBDIV. & LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 xXX00-01 PROJECT#: R5025.051/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHr ECT: STATE OF FLORIDA APR 1 5 D : 4/12/19 5 (V 9 REBAR VERTICALLY REBAR VERTICALLY W/ CONG. W/OONC. POURED CELL (29' MIN LAP) POL POURED CELL (29' MIN LAP) R-4.1 INWL. MIN. TENURED CEMENTIOUB COATING L 0_ z wp PER (ASTM Cffi6) (TYP.) a D QY B' OMU N L 2V GYP. wIL BD. °p O CURD HEIGHT VARIES i3 O _ / WOOD BABE w 3 V!' CONC, REINF. W/ 6'a6' �: TA `�' WAxW A WJF OR FIBERMEBH ON 31/2' CONC, REINF. W/ 6'x6' 6-MIL POLY ETHYLENE VAPOR = WAxWL4 WLF OR FIBER'IESH BARRIER ON WELL -COMPACTED F4'I ON b-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILL VAPOR BARRIER ON g W K WELL-COIMPACTED CLEANECESS L 4' 4' 4' TE MITE TREATED FILL '^I'-0' (2)'9 REBAR ON CHAIRS REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL /1 • -0-0 GEE, q)___LT�AR� WALL BEYOND.7 -. WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 W' COW, R:4F. UY 656' WL40A UIF OR FOER OW CN _ L "L POLY ERIYLE E VAPOR `! ' w C SAID 0 ALL-CQ4 ACTED ° �q Q r CLEAN TER1nE 7MATED FILL .'..— • • -1. 3 1/2' CONC, REINF. W/ 6'xb' W.4xWL4 U LF OR FIBERMESH ON 9 I/t' CONC, REMF. W/ b Wa• 3IIJ1/2WL4 PAVER 6-MIL POLY ETHYLENE VAPOR WLF OR FIBERMEB' ON �L BASE _ BARRIER ON WELL -COMPACTED . 6-MIL POLY ETHYLENE VAPOR 9 REBAR ON FOOTING e' I'-0' CLEAN TERMITE 'TREATED FILL ER ON _ _ CLEAN TERMITE TREATED FILL 4' 4' CHAIRS BEYOND T EXTEND FOOTMG (U 7 REBAR ON CHAIRS 4' 4' 4' 6' RECESS FOR PAVERS '^ O GARAGE STEP-UP UNDER PAVERS I 0 (2) 9 REBAR ON CHAIRS NON -BEARING GARAGE DOOR FOOTING U SCALE: V!'•I'-0' PAVER RECESS ��® ENTRY DOOR SEE MANUF. PRODUCT DETAILS FOR REC%llRED SIZE AND DEPTI Z OF RECESS FOR SAD. TRACK � _ vARIEB e _w E FINISH FLOOR -' W 9 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. MR (2) 9 REBAR • I-STOR7' w L (3) 9 REBAR • 2-STORY - - OUTSIDE REBAR TO BE _ - CCNTMUOUS n 3 IR' CONC, RERF. W/ 6'xb' ,. ". i UAXUA IILIF OR FIBERME6H ON 41 . '<a 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP SLAB AT S. G. D. 11 eCALE:r.r-m' TYP. RETROFIT FOR A OMITTED DOWELS B REBAR• LAP AT FOOTING TIE VERTICAL REBAR t0 4ORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. a Z a. s CLEANOUT REQUIRED FOR INSPECTION � 1 0'-0' FM. FLR (0'9 VERT. DOWEL < LAPPED W/ BOND BEAM . '•a, '. TIE VERTICAL REBAR (I16 REBAR AT CORNERS '^ . TO HORIZATIONAL a. REBAR W/ 10' HOOK -� W/ 29• LAP MR __ mU TYP. REBAR LAP HORIZONTAL/ VERTICAL ir_'�AT LINTEL CORNERS REINFORCING V c a'•i'-0' 1�, 112'.i'-0' A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 111111 1 �e00000amo� E 8 W O SUBDIV. k LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-01 PROJECT#: R5025.051/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 5A�49 D TE: 4/12/19 s ALE:1/4"=V-0" SHEET NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED' 8' CMU BLOCK 8° CMU BLOCK ' DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or �'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i"x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING 4 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 PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or i'x4' MIN: cEm SECURE THRU FRAME INTO BLOCK w/ (1) �,,' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+Y4 or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 's IS' O.G. MAX or DOOR JAMB TO BLOCK (+%" or +4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 4A scaLE: r=r-m' 4E SCALE: r=r-m' Q IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4' 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 i' (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK END and a IS' O.C. MAX ' DRYWALL 8` CMU BLOCK or P.T. 2x I' DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER -s 18' O.G. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOWDOOR JAMB BLOCKING �' OSB (4' WIDE MIN.) MIN, SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN, HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM 7 t: � OOR JAMB / WINDOW MIN. EMBEDMENT I ' PER MFR'S SPECIFICATIONS EACH END and Q IS' O.G. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 of THE FBCR, 6TH EDITION (2011) WINDOW TO BLOCK (+1 %") NOTE: SECURE TO BLOCK w/ (2)' TAPCONS / STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and a 18' O.C. MAX METHOD PER 'NAILING SCHEDULE`) 4B I,=I, m, w/' TAPCON MIN. I I' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS g 18' O.C. MAX EMBEDDED STRAP (PER PLAN ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6') MIN. HEAD SIZE 300 SHIM AS NEEDED 4F SCALE. I I o' MIN. EMBEDMENT 140 TO PLUMB JAMB. METAL DRIP EDG T 'GYPSUM BOARD OR I' HIGH ❑ 2x6 SUB -BAN DO NOT EXCEED' P.T. 2x8: STRENGTH CEILING BOARD SECURE TO BLOCK w/ (2)' TAPCONS U 8' CMU BLOCK VENTED "5 NOTE: (MIN. EMBEDMENT FILLED U-BLOCK w/ ' DRYWALL 1 �') 8'FROM EACH ALUMINUM SOFFIT ER PLAN ; lCONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED ENE) and m IS' O.C. MAX CAST LINTEL (SEE WMDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. Or WINDOW (PER PLAN), FASTENER SCHEDULE FOR ATTACHMENT ro' 055 (4' WIDE MIN.) r (2J DRIVE PINS, 8' FROM EACH END and (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW IS' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS �' DRYWALL MIN. HEAD SIZE .300 NOTE: P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or ' OSB) DOOR CASING PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: BE PLACE SILL (PER BLDR I, w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON GYPSUM WALL BOARD EACH END and 6 18' O.G. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH TEXTURED CEMENTITIOUS I) "5 REBAR VERTICALLY IN » COATING MIN, (PER ASTM WINDOW TO BLOCK (+1 1%6) PER MFR'S SPECIFICATIONS) END and 1 15' O.C. MAX LONG. POURED CELL NOTE: or C926) OVER CM (LocarloN PER PLAN) DOOR JAMB TO BLOCK (+l 1%6") (1) DRIVE PIN, &' FROM EACH END and S' CM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED ' P.T. FURRING STRIPS is 16' O.C. 4C SCALE: r=r-m' THROUGH NON-STRUCTURAL MEMBER (Ix or ' OSB) tv I8' O.C. MAX MIN. SHANK SIZE .145 w/ a' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I j' n NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2xS: Em ONCRETE SLAB DO NOT EXCEED` 4G SCALE, r=r-m' SECURE TO BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 8' CMU BLOCK (MIN. EMBEDMENT I') 8' FROM EACH XTERIOR WALL FOOTING J' DRYWALL END and tv IS' O.G. MAX (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1,115 lb or 2 BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DooR JAMB BLOCKNG SIMPSON HT620 w/ (10) 10d NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and SINGLE STORY SCALE: 3/4'=r-m' FASTENER SCHEDULE FOR ATTACHMEN0 T P.T. Ix (4' WIDE MIN.) (4) J'X2 J' TAPCONS INTO BONE) BEAM RE -ENGINEERED 9 18' O.C. MAX DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. SHANK SIZE .145 (ATTACHED TO BLOCKING MIN. HEAD SIZE .300 GATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR J' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb ONTINUOUS BOND MIN. EMBEDMENT 141 BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (2) SIMPSON HT620 EACH SIDE OF TRUSS w/ BEAM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS P.T. (2) 2x8: Em INTO BOND BEAM 7 THROUGH NON-STRUCTURAL MEMBER (Ix or a" 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) J' TAPCONS w/ ' TA I " EMBEDMENT I J') 8' FROM b TAPCON MIN. a BEDMENT INTO BLOCK (MIN. EMBEDMENT OM EACH END and a� IS' O.G. MAX TAPGONS MIN. or OPENING 22' x 30' MIN. OOD CASING AT SIDE WINDOW TO BLOCK (+2 %") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 1 „ 2' APART 9 16' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSMIN. SHANK SIZE .145 SCALE: NT$. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D 5 S ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER RMI-1 OF THE FBCR 2011, bth EDITION BOARD (TYP) SCALE:1'4-0' SCALE, VS. MIN. EMBEDMENT I' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ' SVHDIV. & LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-01 PROJECT#: R5025.051/00001 PAGE: I —STORY WALL SECTIONS & NOTES 16) MPH EXP. C ARCHITECT. STATE OF FLORIDA APR 15 14/12/19 E: 1/4"=1'-0" A R C H I T E C T S 6 Desoig2n G ro u PH: 407-774$078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �numu sUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 moo-ol PROJECT#: R5025.051/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 1 TE:� 4/12/19 CALF: 1/4"=1'-O" SHEET D 3 VTCR o1 lU e EA Y O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2x6 MIN, TO BLOCK w/ (2)Y�' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 5IMP60N or USP NIGH STRENGTH EPDXY -- (MIN. 6' EMBEDMENT) JI ECURE 2x6 MIN. TO BLOCK w/ (3)Y�' x 9' ANCHOR BOLTS w/ 2' --- WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT I �I GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'.I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. /-PRE-ENGINEERED TRUSS j' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS Q 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O,C, MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'-1'-0' PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 %S METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE * 12' O.C. 3 %a' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ loci x I' MIN. MASONRY NAIL w/ WASHER g 32' O.C. MAX, ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' lU REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK ATHER STRIP MOLDING AROUND DOOR . ' (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)i' x S' ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or LISP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) I' MIN_ suDe�'__—OVERHEAD GARAGE DOOR (BY OTHERS) ROOM 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:407-7744078 www.abdesigngroup.com AA #: 0003325 �IIII"'lll LgommoEv■oo& SUBDIV. 8c LOT: OAKLAND LAKE (LOT #51) MO DEL' 1452 XXX00-01 PROJECT#- R5025.051/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA APR 1 5 D E0: 4/12/19 ALE: 1/4 "=l'— 0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT,). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED e 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. IS) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING K—o-�PIPE PENETRATION DETAIL J BCALE: KiS. 8" TRICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT,) O.C. MAX AT SUPPORTS WRB LAYER $1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 0" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD DTYPE "M" CONTROL JOINT AYE NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. * "tn. WRB LAYER 01, COWRAP (OR APPROVED I,L) DIRECTLY TO SHEATHING LAYER #2, FORTIF15ER DING PAPER (OR ROVED EQUAL) �L LATH rECTO FORM FLASH I :ORMABLE AIR/VAPOR BIER TAPE DIRECTLY -IEATHING 'ITE SPRAY ADHESIVE CTLY TO OSB AROUND TRAT ION TOMERIC COATING APPROVED EQUAL) 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 C1063 1.5.1, NOTE- FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5% SHEATH WRB #1 TAPED T, SHEATHING w/ Wf 02 OVER TOP. WF #2 TO BE LAPPE VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 6CALE: KiS. WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 scaLE: Krs. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 8 (0" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING STUCCO I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X x STUCCO$ WOOD SHEATHING l 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 Grou 4JTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 �niunn E I8 co) O E O C O L sUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MO DEL: 1452 XXX00—Ol PROJECT#: R5025.051/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 5 TE: 4/12/19 CALF: 1 /4"=1' — 0" SHE�E��T� VV AI $' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 8 WALL INTERSECTIONS APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y' ABOVE SHINGLES -5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER ASCIA WRAP KICKOUT DETAIL 5 SCALE: KTA CEIVE I COAT L r SHER-CRETE ',ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON (PER 3/WAI) ELECTRICAL CONDUIT �PENETRATION U SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 8 SIDES ONLY IRB LATER #1, StUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT @ JOINT5 ALL AROUND g' THICK, 3 COAT CEMENT PLASTER "IETAL LATH WIRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' V A SCALE: N.TA PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLA5H' VENT PENETRATION A SCALE: N.T.S. WOOD SHEATHING WRB LAYER 12, FORTIF15ER WOOD WRB LAYER #I, BUILDING PAPER (OR 16TRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER #2, WOOD —7/5' TEXTURED FIN15H WOOD FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR 5' CMU MEMBER Q I" O.C. MAX APPROVED EQUAL) %$' TO 5/a'MID-WALL $" THICK, 3 COAT CEMENT WEEP SCREED WOOD FRAMED PLASTER 6' WIDE STRIP SELF WALL Y° TO I/5° MID -WALL - ADHERING FLASHING, CLEAN WEEP 5CREED MASONRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FIN15H Q MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (FRAME TO FRAME) � FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING At THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY0 MAKE AN 'X° CUT THROUGH PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH 1 SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX COVER THE BOX. OR OUTLET OPENING WOOD SHEATHING STEP 1 WRB LAYER $1, 5TUCCOWRAP II (OR APPROVED EQUAL) PROTECTO FORM FLASH I - SELF ADHERING FLASHING FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE °D' FELT SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP "PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER 02, FORTIFIBER WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) EXTENDING TO NO CL05ER THAN 1' TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e ALL SIDES DRYER VENT (BLOCK) 6 B scaLE: PER FBC R103.11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.7.1 / ASTM C-547-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR Q(((]]] ELECTRICAL RECEPTACLE SCALE: NT9. aRN1E CCNST) STEP 3 A R C H I T E C T S Design o u G rLLC LONGWOOD, FL 32750 V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nmam `meovoeom9 SUHDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-01 PROJECT#: R5025.051/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA APR 1 DJ jrr: 4/12/19 ' (SCALE: 1/4"=1'-O" 1 SHE�E��T� VU A2 WOOD 5HEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V WRB LAYER #I, STUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #I, PLASTER 5TUCCOWRAP (OR AM6(o-WFWC-780 CUSTOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER " WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, 6" SELF-ADHEREING FLA5HING 5TUCCOWRAP WRAPPED 'a CORNER OF CANTILEVER (OR APPROVED EQUAL) AMIGO AM66-WFWC-150 x AMICO AM66-WFWC-780 CUSTOM CUSTOM CA51NG BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEP5) DO NOT CAULK OR SEAL GAP CASING BEAD DETAIL @ CANT. LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCCO WOOD 5HEATHING SELF-ADHESIVE FLA5HING EQUAL) CASING BEAD 5/0' TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD X X X X NOTE - METAL LATH. LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) *,-,�RDRTIP EDGE INSTALLATION 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO 5HEATHING ia 1" O.C. MAX. WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER *21 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD @ FRAME 1(rLi 6CALE: NiB. CORNER BEAD (FA5TENER 4 SPACING /a l" O.C.) 'willI %` THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT SCORNER BEAD @ BLOCK 1 Fi 1) 5CALE: N.T.S. A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E S m SUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MO DEL: 1452 XXX00-01 PROJECT#. R5025.051/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APR 1 V! TE: 4/12/19 I VCALE:1/4"=1'-0"' SHEET ��� V V A3 WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — I WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER (o' 5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (FRAME, NO BAND) 1 JH SCALE: N.Ts. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING E j WRB LAYER #21 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8' THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER ANGLED CA51NG BEAD 6'5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1 VIEW FOR \ $ THICK, 3 COAT CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE 13BFRAME, W BAND SCALE: Nis. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -Ya' GAP TYP CASING BEAD TO WINDOW IX TRIM MEMBER a STUCCO TO SIDING TRANSITION SIDING x $° THICK, 3 COAT CEMENT Y.' GAP TYP PLASTER GATO TRIMA° �— METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 14 SCALE: Nrs. ( CROSS-SECTU ) WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) g" THICK, 3 COAT CEMENT PLASTER g" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR C:LARITI') CASINGBAND (FRAME) RAISED 15 ScaLE: Nrs. METAL LATH SEALANT WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING I WINC„III rr) Al.41- AW=11111111111111111 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL A 0 EQUAL) CASING 2, VED (W/%8' FLEXIBLE PVC BACKER ROD INCLUDED) lOR PPR #APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 8 BUILDING WRAP BEAD WINDOW@EZ E: N.T.& T—" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #l, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H IT E C T S Design ro u JTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �ommv�0000� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MO DEL: 1452 xxxoo-o1 PROJECT#: R5025.051/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APR 1 5 �/12/19 "=/'— CALF: 1 /4"-1' — 0" SHE�E��T� VV A v CUT HOU5EWRAP AT 450 ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS �FULL WRAP) 1 u (FRAME) APPLY 051 H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED— FLASWIWa (PER"( -A -BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY FOLD-110 Q 5ECURE HOUSEWRAf 'P UNDER) at FOLD HOUSE IN AT JAM55 SLOPE SILL R. EXTE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLA5HING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT 5EAL BOTTOM FIN STEP 2 Direr u NOTE: 1, IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CON5TRUCTION. 2. IN5TALL ALL MATERIALS PER MANUFACTURERS WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENT5. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE, NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH 5EALANT ALIGN FLEXIBLE SELF -ADHERING 4SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE5. (CAP NAIL51 STAPLES) IN5TALL SELF -ADHERING FLEXIBLE FLA5HING A5 THE FLASHING AT THE SILL (V SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLA5HING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/$" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLE5 OR SLOTS, 5UPER 5TRETCH BUTYL FLA5HING STEP 3 L-V VERT. END DAMS REQ'D. AT EACH END OF SILL L;1U1 1 'MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 STEP 8 IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN IN5TALL THE 5ELF-ADHERING STRETCHABLE FLA5HING 4 APPLY SEALANT AT END5 OF 51LL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTh APPLY MEMBRANE FLASHING OVER JOINT IN5TALL b" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g' MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS $") (MIN. THICKNESS 8') SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA "MINIMUM STUCCO THICKNESS 1 e7 SCALE: N.T.S. STEP 5 N1L1 V g' MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 iE C� 0 C L I SUBDIV. 8e LOT: OAKLAND LAKE (LOT #51) MODEL: 1452 XXX00-01 PROJECT-f: R5025.051/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA AFR 1 5 ATE: 4 /12 /19 CALM: 1 /4"=1' - O" SHEET APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT , 30'-0" 10'-0" QR N GSM J2 00, J2 L2G i N Ll N LI J1 J1 V8 J3 V4 J3 J5 J5 ABGL N A7 N A6 A5 _ A4 A3 A2 Al A2 d A3 d A4 A5 A6 A7 N A8 N CI B1 b C1 B2 o H I 7 N C2 B3 C3G 84G J4 d J4 J4 J4 J2 J2 J2 J2 JC' N I v— m m m m < N N It ro in m 0 It N ✓s 19 4 4-816-0 4U —V I t I o- 8,_8N ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (Z)HUS26 QA HUS26 © HGUS26-2 © THDH26-2 EE) HGUS26-3 EQ THDH26-3 QD (D RT16A QB CONNECTION BY BUILDER IEVIED O REVIEWED AS NOTED F� . CD pY 0 REVISE & RESUBMIT ❑ REJECTED / RESUBMIT 0 NOT REVIEWED 0 FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Doc imots only. Notations Do Not Authorize Changes to Contract Sam. Reviews, Comments sad/or corrections does not relieve the Contractor from compliance with the Contract Documents., The Contractor is responsible for confirming mod correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of constfaction, compatibility of materials and materials coordi little of their work with other trades and subcontractor erformsoca of work in.s safe and satisfactory manner a r full compliance With the Contract Documents. 4h-7 Acl DATE I ' REVIEWED P A. . SIGN GROUP ROOF PLAN SCALE: 3/16 = V-0" ELEVATION "A" S ram- S��aO� 5 8rr BRG. 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. SIGNED Ti I LE 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 )f the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSImUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATIONS SEE 'BCSI-81 Summery Sheet COMMENTARY and RECOMMENDATIONS fa HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION To PREYENI _ DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO 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 N. Brlm M BlmWy Struct Eng VW51 2590 N. IGHGS HIGHWAY FT. %FRCS, FL 34951 772) 464-4160 R � E Y -• Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design SOU"II-IFRN 1RU `S (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral brocing shown on the individual truss drawings CONVANMSA INC. must be placed durinq the erection procedure. 2590 N. Kings Hiqhway Fort Pierce, FL 34951 — 1452 Elev. A w/Covered Lanai 3/16"=r-o" j 2/7/18 l dhc 11452-A-c1