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HomeMy WebLinkAboutBUILDING PLANS/gas- oJ/ 6 REVIEWED R FILE COPY CODE COMF'L ANCE ST. LUCIE COUNTY BOCC 3 8 3 XXX00-00 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II -EXPOSURE CATEGORY — EXPOSURE C et —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA 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 GROUND SNOW LOAD N/A SQ.FT. CALC.'S IST FLR. LIVING 1033 SQ. FT. GARAGE 411 SQ. FT, TOTAL LIVING 2,244 SQ. FT. ENTRY 22 SQ, FT. LANAI 200 SQ, FT. TOTAL 2,466 SQ. FT, CUBIC VOLUME LIVING 15,94-1 SQ, FT. AREA CALCULATION TUSCAN (ELEVATION B) LANAI DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WIDTH 50'-O" 50'-0" TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE Speed' To o ra hic p p g p DESIGN DESIGN UNDI . .!Frost line (mph) effects" CATEGORY` Weathering depth' Termite` TEMP` RI 160-C N/A Negligible N/A Very Heavy 45 CONTROL 01-01 DEPTH 0 56'-0" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVIS DATE I DESCRIPTION IER FLOOD AIR I MEAN RENT HAZARDS FREEZING :ANNUAL _D° INDEX' TEMPI N/A N/A N/A ATE 8 S INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 W COVER SHEET 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL FOUNDATION DETAILS LARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS ST, A R C H I T E C T S 2442 N. HUNALD HLAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � L Om0000000J E 3 E O LC L SUBDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1; D TE: 4/26/19 GALE: 1 /4"=1' - 0" SHEET C S OF GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) Al SLEEPING. ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS WIOUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.S. 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 IPSFl 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 EA, INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1, GUARDRAILSANDHANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FP AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED SUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.. T L MEMBERS ARE TO BE CUT PIPES DUCTS 9. NOSTRUC URA , ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"'ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. 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). 14, WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17, 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. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. BDETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE. GARAGE AND RESIDENCE. SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017). SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YPNCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,. 2. 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, 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE I' 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.) $O 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. 4. 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. 5, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNEDAND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTI REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COf 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 BRACIN( 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/C. 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 EDI MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF S 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, ST 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 F 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COIL 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 PROVISIONS OF SECTION R606.2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORI 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 PRACTI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUI 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND $HALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LEN DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH H COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE C 4. ALL VERTICAL REINFORCING. BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LI MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LA S 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTIN WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _ B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER ... C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER _ D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS .._..,.. 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT ELECTRICAL i III 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 P 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 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-FAI 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DIS 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 INSTI THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GA INSTALLED FOR EACH MOTOR VEHICLE SPACE, TIMBER ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPE 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.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALLSTRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100 PSI Fv=175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS,1 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UN 4. ALL LUMBER DOPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MNIMUM 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 COP 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.8,AND R802.7 OF THE FBCR, 6TH 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112" COX PLYI GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FORCEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYN AT MD -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. Al SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATE MANUFACTURER SPECIFICATIONS., IN BUILDINGS, ACI 301, AND THE BUILDING CODE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED UNTIL PERMANENT RESTRAINTS ARE INSTALLED. R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. ) SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE FOR REINFORCED CONCRETE, ACI318-11. SHALL BE 1/21NCH TO2.25INCHES (13 TO 56 MM) IN LENGTH. 4ANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL 6TH EDITION (2017) 'EL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH ICES OF AT LEAST 25". LS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" tW APPROVAL OF THE ARCHITECT ALARM OF ALL THE DETECTORS. WIRELESS SMOKE 6TH EDITION (2017) REQUIREMENTS INTERRUPTER PROTECTION FOR PERSONNEL. ) BE LOCKOUT IN PANEL. EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. ID NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE HEREIN: BEAMS, HEADERS, AND POSTS. (2017). PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, 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 AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. 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 U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 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 (92.9M'). 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. I @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. nr nunuIn 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2,1, CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND IV VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH Y." AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''%' PVC (SCHEDULE 40), INSULATED WITH %. 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 Y3" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R7037.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS -• KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS •- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND.R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S .at n. nvnnw rtee4"ann ow v. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"'lll �000vmv�oo� E 8 W E O C ITJBIDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833- Ol PROJECT#: R5025.032/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA D : 4/26/19 S LE:1/4"=V-0" SECURE STRAP TO CONC. W/ (2) 31111 TAPCONS 3 1/2' TI GONG. SLAB SIMP30N WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "Bx1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL INWARD CLEAN -OUT OUT -WAR CLEAN -OUT 4' 1/4'x3'x36' STL. POLE ON 1/4'xb' PIA. BASE (2) 1/2'x6' A.B a I.4� BALLARD DETAIL STUDOR AUTO -VENT } I 2'I I � 3' L STIDOR AUTO -VENT KITCHEN SINKSi \ II AUTO VENT 2' 2"��\ 2' I i WASH V S 2' 2" 2-' 4' 3 WC 2 Y 13 Y PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES 3 1/2" CONC. SLAB S m F 14'-3" N ' 3/4' I x. CONDENSATE LINE G® � T 1 DI MI, I r _ I `COND.i I11 WH 4 \� ■ �aresg A `---- r I LLARD ■ 4 � 14'x24'xl2' GONC. 19 10 1 ■ FTC. W/ (3)15 KEBABS EA. WAY ON CHAIRS MIN. S 3' COVER DI 4 20'-&" Ju u UN SCALE: 1/4 = 1'-0' 50'-0° 20' -0" o J LT._1 O� I I I 3 1/2' GONG, REINFORCED W/ 6'xb'-WI.4 x WI.4 ON 6-MIL POLY ETHYLENE VAPOR FARRIER ON TERMITE CTREATED WELL -COMPACTED GLEAN FILL OIL0'-0' FIN. ELEV. `FIN.—CONC. SLAB 1'-10 1/2" I/2 F,7 -71 r rr - k I II I PVC CHASE FOR ELEC. I —_u EXTEND 5LA5 1 1/2' DI -6' RECESS SLAB 9A FOR PAVERS DI 12'_4" 3 _ 30'x30'x12' CONC. FTC. W/ (3) 05 ■ REBARS EA. WAY ON CHAIRS MIN. 3' COVER 2'-3" 9'-0" 50' - 0" J■ (Pl U010 _ AV_ EDGE LINE _011 4 _8 �,. il�b11111,111111 ��p �\, 24'x24"xl2" GONG. FTG. W/ (3) S REBARS EA. WAY ON CHAIRS MIN. 3' COVER (3-TYP) N m C SHOWER' PAN i A R C H IT E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngyoup.com AA #: 0003325 STJBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833— 01 PROJECT: R5025.032/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR /2019 DATE: 4/26/19 1/SCALE: 1/4"=1'-0" 1 EIEET OF ■ Iq v 1 v � m N 1 N 1 r N CIO 1 m m 1 m m will oil 10' - 01, I7'-4" 16'-8" 12'-1" II'-51, 71 No ONE ■■ ■ 261-211 v 26'-10" ■ 32'-10" 38' - 11 " 7" 43' 411 0° 9'-3" ■ ■ q- _0 m 12'-2' 13'-ro" 18'-10° 20' -2" 14 1 --,)A R C H I T E C T S Design Grou p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F-� Qi E 0 C cc SUBDI T: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PACE: DOWEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA I'' A J;U I IrE:' 4/26/19 SCALE: 1/4"=1'-0" SHEET 2 OF WALL LEGEND S'-a' 5LK. 5RG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL A 16' O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/53 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY }' WOOD FRAME WALL: 2x4 ® ® 24' O.G. OVER FOIL 24' Or,. MAXIMUM, UN.O L 0 T T 1 S CONCRETE P.O, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6" 8/22-5-(UU/(1)L IRECESSED L-IA 5'-10' 8/16-640U/(IX L-25 1'-5' 8/24-S-(DU/(UL L-3 Il'-4' 828-5-(UU/(IX PRESTISSED L-4 4'-6° 824-5-(UU/(I L-5 4'-6" 82d-S-lUU/(iX L-6 V-4' 824-S-lITI/(IX L-6A 10'-6' 8/I6-S-(I)U/llx L-65 '9'-4' 8/16-5-(Ixl/lUL L-6C V-4' 8/16-5-0)LIA R- L-6D 10'-6' 8/16-5-(I U/(UL L -1 1' - 5. 824- 5-(UU/( IA_ L-85 1 4'-6' 1 824-5-0X KUL CAST RET49 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' SF22-15/IT FRECESEED L-IA 5'-10' SFI6-15/IT L-25 1'-6' 8F24-15/IT L-3 I1'-4' 5F28-I5AT PRESTRESSED L-4 4'-6' 6F24-15/1T L-5 4'-6' 8F24-15/IT L-6 9'-4' SF24-15/IT L-6A 10140' SFI6-15/1T L-65 V-4' 8FI6-I51IT L-roc V-4' 8F16-15/1T L-61) 10'-6' SFI6-15/IT L-1 1'-6' 8F24-15AT L-88 4'-6' SF24-15/1T L-65 L-6C ----------- LANAI (EFL) a'-8' CLG. L-5 I II —L-6 O 25-SH - — — 8W68 SCUD — — EGRESS TEMP I BEDROOM 2 a'-V CLG, GREAT ROOM 8'-8' CLG. � II I II N II Lu BEDROOM 3 8'-8' CLG I II UN O O Ix nk- LL_ KITCHEN O 6' 8' CLG �J I I III I I III k � I I III II .F II 2-CAR GARAGE ii FOYER DINING ROOM L-1 II' (2) 25-SN ENTRY 16'-0' X 1'-0' OHGD — 8'-8' CIA.— — — — — — — — — — — -- L-IA L-3 LINTEL PLAN SCALE: 1/4 = I'-0° ELEVATION '5' L-1 (2)25-SH EGRESS OWNERS SUITE 8'-a, CLG. O.SUITE BATH (AMA) 8'-8' CLG. DEN (MAL) 8'-8' CLG. a] 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 �'lll"'lll, Lommom�00mJ SUBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833- 01 PROJECT#: R5025.032/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2019 TE: 4/26/19 ALE: 1 /4"=1' - 0" /SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS r1vo L-.ao 1 u-ury 1 DLo o,vry w.�',tla f Lco(r 1) Cµ* Cam*► C3RAVITY OVERALL LINTEL LENGTH (TYPE OF LINTEL) BIJB e 3'-B` TO V-6' (PRECAST) 231 a69 »6¢ r1 3'-1`i0 44-0'(PREG49T) W66 2E?3 k6P, 3'e9 H19 4'-I' TO 4`-6' (PRECAST) 1599 - BIBS 3T! Jag 1a 4'-t' TO W-4` (PRCAST) E I'll B43 30M 5'-b- TO 5'-10- (PRECAST) 106 46, T6H; ]0 ] Tl 5'-Ir TO W-6- (PRELA6D 90B 1 39 2111 6'-T 70 1'-6'(PRECABT) l43 - -I- TO 9'-4' (PRECAST) 554 9'-5'TO 10'-6'(PREOA9D 475 T5a .E3E 10'-l'TO 11'-4'(PRECA9T) 963 '12 9 _L'E IB46 :4 312 4 092 �-1O 54 l3 13b6 115 154E A84 :4 3 2 312' BEb-__5662 II'-3' TO IS'-0' (PRECAST) 33l ' --- 54O 14 I sl3 l' P.15 O 16B H2a - 29� I e 1 ,Eoa .31E 3562'a a6, 12' "TO U -4• (PRECAST) 2sb 5 im OP 142B 6 IB 8 IBIS -2 1809 3'-5 10 14 279 -42 10E �' IJ 6 9l A3P - i.. s63m NR_ 3R LR R -NE-- -NR- -I rvR vR +a'- - TO N'- 1 b'(PREBrRE9aeDJ NR 45s a �'.3-a 9m2 1ss sl +TJ N1 w NR R �R NR N¢ 14'-9' TO 15'-4' (PRESTRESSED) NR 1 412 IIE NW- fISo NR In \R 205E \R 3<m NR i0, Vc 15'-5-70 ll'-4'(PREBTRE66EL NR -N¢ BmE 5zB NF 95m - NF 326 R Aos, IB49- -- N¢ R4' Ni n< Il'-a-TO19'- 4'! 98iREBeED NE 235 42a N¢ 15 N¢ Im - - NE -NR W, NR 115 \R I'I6' kR \R 19'-5' 70 31'-4' ( BiREB 1 PRe 9ED NR Aga adE - 59G 6_45_ - IIS Y 35. -- \R ¢ 1 - Sn' N2 _ J� N= __ \R RR Ir 2I'-5' TO 22'-0' ( Bi eBE ) PRE RE 0 rvR -_--_ 165 FR -_-- sly nR - 5oE tF ----- - .84 ( n'R -_-t-.� 104 T VR rPS NR I 339 `IRE 2e I T024 0 .FREES RE96E0) NR- I]9 25E ion eS4 894 SAPF I ntAnA (1 P,A)FT) F1'PRFCA5T L-I NTFI 0 4 "r.4^mw JP-: IFT LATERAL OVERALL LINTEL LENGTH R'a-IT 2FISdi BF6I , I R '?-R (TYPE LP LINTEU ,. -r -'9F a 2r rl` a 1 F r I -TT 5'9 8FB RCTu 1669 165E 351d 439 5 .� E OE 2'-a'TO 3'-6'(PREC46T). 2a 4394 - 5 bo 613 Top 1025 1024 En %3 ?395 306E 3B 5 5 3'-1' TO 4'-O- (I REC40t) ,m.,. - E ( 0,8 4043 wI 4rr 53e.. 165 � -2 963 1309 bat 2019 ]10l 991E 4'-1' TO 4'-6- eI REC40T) 591 KI 1®N Ills R2T6 R038 3.99 4'-I-TO V-4' (PRELABT) _-- 1561 P R593 i:Sa z5=2 51m1 O _a133 all 411 743 5'-5- TO B'-10' (PREGABT) 340 339 116 695 1401 I� 3329 2l9^✓ 3=L 5-11- TO W-6- (FRELASV '2 219Y5 3�a- ." sal 4Y4 Tn 490 6'-l' TO l'-6' (PREDA6T) 3T 1065 b24 634 863 l - I3 4 614 L_ ;m T9 6 1-- l'-7 TO 9'-4- (PREEAST) E6 0 5 v 5 16 13 IIY G f211 516 512 230 V-5' TO 10'-6' (PRECAST) 33m 6 5 160 T14 IOV - L,� J A 1 2" 401 ISO II TO 11'-4' (PRECA6D - - G - 210 452 154 1' o' TO 12'-0' (PfECASD p -sO 140 412 iSE 3m LE 11l _`. " 244 401 al 12'-1- TO 13'-4' (PRECAST) 1. a26 4Ea 189 d9d as 11^ II 4.d 39 �. , 21l 324 li0 13'-5' TO 14'-0° (PRECAST) q2 106 50 13 205 243 00 O 14'- (FRE6TREBSED) 395 66' 224 'Sm� - FR 2B4 91 1W-V 7015'-4' IPRESTRUMED) - am, -'' .11 1 15 -. NR 255 a3 aLs TO IV-4-(FIRE9TREs5EC) 9. 66 3m6 5E6 r _ m '� 194 14 11 -5 TO 19'-4' (PRE9TRE60Em a _ NR 14a 5R f 2-6 sal 1 w2 I 11 -5. "( S J 5 TO 21'-4 TRE90ED PRE 232 3I` _ '13l lei .31E bs NR 125 4R 21'-5'TO ]2'-O'(PRESiRE00EDJ 13l "5 VR 116 A0 .y 2Ri 350 _.J4, 12d :J- +.l - c r all -1- TO '_ - R I .O 24 0 IPRESTRE00ED) L. .- V' 91 30 2mt %9 455 6mG lL. a°PRFI;AST IIU2"RFCFSS DOOR U-LINTELS SAFE LOADS (-BE,/FT) ` waav GRAVITY OVERALL LINTEL LENGTH 0 5d-=-1 E 031E-60 BR=A B,31B a9 B¢F[2 mvBF=26 m8--ro O (TrPE OF LINTEL) e'�6 F -IRE 310 INNIMPIEW 355 3PB0 IF igRNG 16 4349 b F,.-1A 6J9:- 3FF3m-9 56l 3'-b'TO 4'-4'(PRECAST) 16 e SO6 9 - 663. _a Ea oa 946 9,I9 4 ORE -aJ 4'-5- TO 4'-6- (PRECAST) 14 I-IrL 92m L L 'a rl 66 9 _ 1 3839 0 l9 02 _' I9P93 .96E 4'-1' TO V-B' eFFECAaD M6 869 48 1 J JS T IEEEAl E .' 2649 FRI 3l 311 Ec 5'-9'TO5'-10-(PREC49T) 01p WI a 4P42 31 BG6m 1--. 4(ri 44E a m6 136a 5-II' TO i'-a- (FR£GABT) 117 165 IBd J "9 - 3120 245 6 J o .4-1 - p69e 3 6'-v TO t'-i' (rRsCAOT) i69 l56 466 PRO "9 1<59 3 b r L Pali -( - l'-T TO 9'-a' (PrEOAED 411 62S 99e IB6B 2,�3 ,II 45m ^r91 A"P4FCAAT W/9^ RFCFAS DOOR a-1 INTFI S SAFE LO4D5 (LBS/FT) d[� IUIFLICT OVERALL LINTEL LENGTH 8Y36-rt ZNTIa BFil4-rt LFr18 BF bR BRO9 IT 5RF3v) r (T (TYPE OF L'NTEL: 6-zr eRFo aT aRla-21 erslB r BR:n-pr 236 3m >l61 RLM1 BRa2 2�5'sF�3zr' t 9c_ EB 4445 5140 TO a'-4• (FRELABTI lB0 l5l 1164 9"J3 Na Bbl Im xA ZZ 1 31a1 !- . 9f" �3eml- 421D 4943 4'-B'T04'-6'(FRELABV 561 1604 1 ES 2r'36mT ,. 9T 6 za5a- 338f nil 694 69e 1" 4'-1- TO 5'-6' (PRECA5T1 6 5 i .E9 6z .m1 1 9l 2 1 2654 i. I.4e 1 358E 0T95 400 401 855 5'-e' TO E-I& (PRECAST) - 6 0 )9 E- 1 46 2 S9 L63_ 3D - Em 2J29 1RBbS, "a19 3329 we 301 616 IT, 3 -I!'TO 6'-6'lPRE046T: -, c1a aaa SmE l - - 6�E-I-- 190a 4s9 JEJ 6 n6 2BT3 .694 T[d 464 6 P96B 6'-e- TO l' 6'(PRECABT)- - 50E a9B 390 H64 - - 65 J 26L EPr' 1i:2 ISJa 396 29fi8 J.. B59 21P/O &09 614 363 1'-l"v09'-B'(FRECAST) 3lm 490 2I4 995 560 10'[ 1386 n@- 016 b31 AST- 41TIC LINTEL SCHEDULE MATERIALS 1. PIC 8' precast lintel = 4000 psi 2. PIC prastreased lintel - 6000 psi 3. Grout per ASTM C416 f'g = 3000 psi w/ maximum 315 inch aggregate 4 8 to II Inch Blump Concrete Masonry Units (CMU) per AST" C90 w/mtnimun net area compressive strength • 190E psi 5. Rai per ASTM A&I5 grade 60 6. Prestress -mg strand per A5TM A416 erada 270 low relaxation 1. Mortar per ASTM C270 type M or 8 GENERAL NOTES I. Provide full mortar bed and head joints. 2. SRI filled IWI as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long not sree at this ends to accommodate vertical cell reinforcing and grouting. 5- Reference the CAST-CRETE Load Deflection Cxaph brochure for lintel deflection Information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 7. 7/32' diameter wire Stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -In- lace concrete ma be rovided in P B P com osite lintel In I su of concrete maeonr antra. I p y S. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10. The exterior surface of Ilntele Installed In exterior concrete masonry walls shall have a Coal of atucco applied in accoroance with ASTM C-29I& or other approved coating. 11. Llntele loaded 8imultaneoc519 with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading. with the following equal Applied vertical load Applied horizontal load S 1.0 Safe vertical load + Safe horizontal load 12. Additional lateral load capacity can be obtained by the deslgner by providing additlonal reinforced concrete masonry above the lintel. See detail at right: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CM FULL COURSE 2- CLR TYP 2) 5 REBAR s s GR40 or GR60 SAFE LOAD TABLE N07E5 I. II values based on minimum 4 Inch A 7. For comp 9 pelts lintel heights not shown use safe afe toads for unfilled nominal bearing. Exception : $ a d load From next lower height shown. lintels must be reduced by 20% If bearing length le 8. For lintels lengths not Shown, use safe load from lees than 6 1/2 inchel next longest length shown 2. N Rated .R = Not Ra B. All safe loads in unite of ounce er linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on mply Supported 4. Safe loads based on grade 40 or grade 60 field Span. rebar. 11. The number In the the parenthesis Indicates the 5. One al rebar be substituted for two •5 rebore percent raduction For grade 40 Field added in 8' I'mte - rebar. Example 1'-6' lintel type SF32-IBsafe 6. The designer ml evaluate concentrated loade gravity load = 6412a5) wL IS% reduction 9,412 from the safe load tables by calculating the (.55) 5501 plf maximum resisting moD_ant and shear at d-away from face of support. TYPE DE51GNATION F = FILLED WITH GROUT / U - UNFILLED r-QUANTITY OF s5 REBAR AT BOTTOM OF LINTEL CAVITY IF f FFIro = iE3/1T LCUANTITY OF 5 REBAR AT TOP LIMINAL HEIGHT NOMINAL WIDTH J = Q � Z o8 Z • a 0 1-5/8'ACTUA4 8' NOMINAL WIDTH 65 REBAR AT TOP MIN. lU REC'D 1-1/2' CLEAR G.M.U. e5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" A 8" LINTELS LINTEL SAFE LATERAL (PLF) LOADS LINTEL SAFE Ai LOADS ERw (PLF) Tout LergN T wa' PLAIN Va. SOLID Total Uhl iyn 8DOOR HEADER PLAIN 8' DOOR HEADER BOLID 2'-10' Rxa 0E 3564 3'-B' Resat mi 20TI 3'-b' Race 108 131E 1.0 Raaet 950 1611 4'-1' Rau Bba 1674 w-2- Ricaet as 1521 4'1' Rau 6E 176E VA' Plmht 1% 130E 4.8' R. was, 111 4'-1' PNV4.W 659 116E VI 666 15M 5'-9' Retest 650 IIT 5'�10' R SO 1105 6'-B' PracaM 504 964 V-4' Rae 654 136E l'-B' Recast 411 181 6E I]B 6'-B' Retest %6 664 6'-8' Race 616 1211 9''8' Races! 286 535 Rau 44b 9E T'-e' Rau 425 S94 8'-0' Irl 351 814 R. 354 TO Rau 211 583 IBI Rxa I92 459 II'4 Prra IB 620 Rea W4 Na 1'-6' Rae 143 504 Rau Is A04 W-V Preis 99 BIT 14-e' Rat es, d NA 341 IFH- R 1 sr.. ~I Root ? R set Pra v - Rat c Prat es, a Freetrese.- Rsoamcr,:: -1 NA 301 Il'-4- NA 213 19'-d' NA 6 10'-0' NA 159 ]I'-4- NA 131 1H-4- NA 110 24'-0' NA 99 NR •Not LOT CONCR P.D. Box WINTER GARD PH. (407) 1 All r NOMINAL F N [8/16-P-4 I No. OF ADDITIONAL #5 l� F OR LOWER LINTEI C GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 67H EDITION (2017), SECTIONS R4022 4 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS IS012 4 2 13. BUILDING. CODE RECUIREMENTS FOR REINFORCED CONCRETE (ACI 315-05), 1A AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDIM 2. CONCRETE: 21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: SAT. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.11. PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.13. GROUT PER 457M C476 - 3000 PSI W/ MAX. 3/5" AGGREGATE, V TO II' SLUT 22. REINFOROING BARS: 221 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (G 222 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM Ably (GF 2-3- PRE -STRESSED STRANDS ASTM A416 l-WIRE, STRESS RELIEVED 210 KSI 2A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 25. CONCRETING OPERATION5 SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE N, 32. MINIMUM MASONRY UNIT STRENGTH: FM 150E P51. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 3104.13 Ig �(1) #5 CONTINUOUS 313/ �8"XiB" KNOCKOUT BLOCK -"" Wj.� JAII-3f](1(1 PG GRMIT TOP BARS: ' :�� . I SEE SCHEDULE (1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0" cc :.a ' ;fin ( -D OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST u`M 34777 7g' LINTEL R SOLID LINTEL L] IN UPPER OTHER STRUCTURES(ASCE 1-10A CONCRETE M45ONRT 455OCIATION AND ACI 530-08. _- TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTELTYPE LINTEL STEEL 'UNFILLED GRAVTY CAPACITY rAL DRAW GRAVITY CAPACITY (IME. nnU UPLIFT CAPACITY NAW NSU UPLIR CAPACITY fli OAU BOTTOM BAR TOP BAR GRAVITY CAPACITY 2-10 16 PRECAST (?)9 rv) 4245. 1509 lm MnI 100m0 3' -V 14.1' PRECAST (V1 (2)9 2415 Mal 3B31 4015 4515 4',W ?'-5' FfR i (2)V (2)9 Fill ml 2111 33% 33a6 4'4' V-1- Fall (2)9 (2)9 N3 2165 2165 26M 2608 4-W 94 PRECAST (2)V (2)9 P32. 201 201 741 2421 5.4' 4.0' PRE LAST <113 2)3 IM 653 1651 181E IONID 5- 4-b PRECAST (2)-4 26o 1423 1413 Pro K03 6-4' 5.0' PRECAST (2) •4 G)9 fd19 T4s ROB Vas' QR 1405 PRECAST (1)•4 !d)3 10 I232 1232 IND, 1348 1--1- 5.4' PRECAST OV -4 Mn 1 602 IN IN law 1295 7-6- 6'-2' PRECAST MIA (2)9 510 991 Be B25 OR I'll 6'-4' PRECAST (2) 4 (2) 9 Ml 959 B9 184 041 B-0' 6'B' PRECAST ON4 (7)9 518 in 901 IQ 9N PRECAST 1 W N, 0) 9 AM %I 01 648 W1 9 4 B-0' PRECAST (2)4 (ll9 416 126 7e wE ISO PRECA9i (2)4 (Vn 354 618 60 3B0 013 11-4- 10.0' PRECAST l2)5 (2)e 315 M1 %l 311 6m1 IRE 0 10'-B' PRECAST (1)5 (2)5 292 525 525 211 561 12 6' Ill PRECAST (2)5 (2)9 271 4E 4E 251 5Q 13 4' Q-V PRECAST (2)5 (2)3 255 ee 458 214 442 IWO 12'4' PRECAST C)5 (213 2n AM 430 1% Bea 14'-8' B'-4' PRESTRESSED (D N (D 9 NR. 418 418 230 446 16'-A' 4'-m' FREBRE%ED G)4 (2)3 KR 319 Ya 2b 401 I1 -4' W-V PRESTRESSED (VN (2)1 N.R 2N 185 163 311 B'-4- i 0' I PRESTRESSED G)9 1 (2)5 RR 224 A- 131 254 2m'-0' 0'-8' PRESTRESSED (1)5 f2)3 NR, 20l 2Or 91 UP dl'-4' 30'-0' PRESTRESSED (D 5 /D 3 NR I1T Ill bl 2" 22'-0' 20'-8' PRESTRESSED (2)9 (2)3 NR 164 164 I@0 1% 14'-0' 12-B' PREBiREe6ED (2) 5 fD 3 NR 91 3R &{ Ib3 nx- rvm 1¢wnn6rvueu TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 16" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACTT fiI (InU GR4N1Y CAPACITY fl;`BL Oil UPI:Pi CAPACITY (IAU (ORtl UPLIFT CAPACITY GIBE (2)SU EOT10M BAR TOP BAR -6 2 C 0000 alboo000 000E 3-1. 2.2' Flial (2)9 C)9 6E1 10=0 1000E 1¢08m PRECAST (2)9 (2)9 461 1000E 5139 0�0 F'-b' GIV PRECAST (9)9 (2)9 3211 9K1 MW 1000E 4'B' 3'-4' PRECAST (2)9 f1)9 2944 8414 601 IMO 5'4' 4' -0' RECAST (1)3 I !2 I Sall 1041 5' 10' 4 6' PRI, in3 I Q19 1 3913 15 360E 5 430 6.1. 5 0' ECAST415 4n5 1%2 Sall 6-6' 5 2' FRECA5T FRI (9!4 G)R (119 a) 3934 3934 200 481 11 -1. S 4' PRECAST (2) V 0)1 319 3719 2653 3919 l6' 61' PRECAST WlI4 ell 2911 2317 2030 3m60 1 V 64' PRECAST WAR S)9 11% 2196 192 2931 6'-0' 6'-8' PRECAST (D•4 (2)9 BE[ 25811 1154 2107 5'-A 1'-0' PRECAST (V4 at 23% 73M 1b00 250E e'-0' PRECAST (V (119 569 %9 113E 2055 V-S' D-2- PRECAST (2)4 (2)9 021 1621 DO 1615 10'-0' PRECAST H) 21 Un WED TB 1504 II PRECAST ONS 0)9 1335 1335 691 IBIS "". II'-1' PRECAST (115 O 3 _ 12$1 051 634 146 19'-4' 12'-0' CAST (L5 (2)3 144 144 54a 29 w'-0' IS'A' PRECAST (1)5 (2)3 1101 Im66 4% 1012 14'-8' 13'-4- PRE9ilaba (D•d (2)9 WE 14 01 SIBS 1&-4' PV-0' FRE6TF£SBED G)14 (2)1 1 Mi 41 W3 n-4' I6'-0' PRES 99ED (]l4 fD9 9% 9% 925 641 19'-4' IB'-0' PRESIRESSED (2)5 (2)3 In ley ]60 58 10'-0' IB'-B' PRESTRESSED (2)5 (2)3 129 l29 143 419 71'-4' 20'.0' PREBiREEBED (]) 5 (D 3 699 2 20 PREBiRE86ED (2)5 (1)5 5 1 5 1 0 3 14'-0' 11'-e' PRE57REE5ED (D5 !D9 481 4B1 1 390 TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 2D" COMPOSITE LINTELS LINTEL LENSYN CLEAR SPAN LNTEL TYPE LINTEL 61EEL GRAVITY CAPACITY a0 L(IAJ GRAVITY CAPACITY (USLOM UPLIFT CAPACITY (PREflnU UPLFT CAPACITY IIn-(M BOTTOM BAR TOP BAR b' 9 3-1.2-V PRCCA5T (1)9 (V) ib46 1000E 100D0 1000E FRELAIC (2)9 (2)9 5503 Men 10000 10009 3.2 RECAST IN (2)s 4H2 1000E M41 I 4.6 3.4' PRECAST (2)9 109 1000E 5J 4-0 PRECAST (L3 (2)9 (2)9 B2S9 bus OO 1000E 513B 5t3B 1000E 5 -Is' 4-b' PRECAST (213 (2)9 50T 6 8109 46 t 4 9]44 6.4' s-O' FRE CAT (11 -4 ] 9 6152 6152 3%l 1141 11".11.1.RECAST (2)9 615E m 3645 S)•d (2)-4 f&R I6 581E 551 3441 6V4 T12 T-6 11.1.RECAST tFFIribal 1 (2) -4 43Q 4312 2636 1509 T-B 1-4' RECAST 1 (2)•4 40% 4099 2508 4182 a-0 6-1' PRECAST Ob (19 313@ 3130 1la Mn 1'-9 PREC45T 1 (2)r4 IV B420 3420 2018 3561 e'-m' OAST O.4 2154 21M 010 2B% 9'-T RECAST M-4 (2).9 2211 nfl 3 Bias II'-4' 0-0' FfECAST M5 U54 e54 031 Ban U.-0' 10'-v RECAST (2)5 C)5 Ill! Ills 910 1028 V'-a- II'-2. RECAST (2)5 (2)3 Isar 1661 me 110 11 1214'. RECAST G)5 (25 15V 801 13 1414 H 0 2-e' FfELA9i @15 f215 13E B% 636 1923 14-W 19-4' PRESTRESSED S)4 lD9 Ma 1R3 'SST IID1 B-4' 1470' FRE8FRE DIE) (V4 219 n24 1124 536 105E n-4 16-0' FRESTRE63E0 (114 (2)9 133E 133E 411 B24 1-4 IV-0- PREBTRES9EP ( 5 2)5 1053 1053 334 6" 20.0• 0'-B'. PRESTRESSED (li5 ev-3 915 ane 512 6,, STRESSED G.`5 BEG 852 213 540 22 0 20'-0' TRESSED. (2 5 G)5 191 151 251 50I 24 0' 2-e iRE%ED (]15 6 659 115 425 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR BRAN LINTEL TYPE LINTEL 67EEL GRAVITY CAPACITY lOnL em GR.4NTY CAPACITY (In. (IYSU UPLIFT CAPACITY (InL fli UPLIFT CAPACITY MAU (2AU BOTTOM BAR TOP ISAR -2'40' 6 PRE AST 2)9 Im000 00 000E IEEE® 3'-6' 212' FRECASi a)9 (D5 sti b000 1000E DMINE 4'-0' ]-B' PRECAST (1)9 (I) 9 SIBS 11000 E 4'-6 3-V PRECAST a)9 (2)1 5m14 woo 1000E MW 44 34 PRECAST e2 )3 St 653 1000E %29 1000E 5-d PRECAST 2)3 (1)9 1655 R0m0 T051 IL�sO 4 4.6 PRECAST (2)3 (2) 6131 190m 5136 1ID000 6=4 6 4 5.1. AS i ! • 2) 4 f8 R 9101 100m9 4154 9450 6 6 5.1 CASt 4 (o 1000E 4401 6-e 5.4' PRECAST eV-l2P4 (1) BIH 9481 4231 "a 16 64' PRECAST (2)•4 ld) 623E 641E 3242 6A9. UB 6-4 PRECAST !7)•4 (1)R EBM 6MV Ben 603 B'-0' 6'-e' PRECAST (U •4 (2) 5361 9%l 2003 5593 B'-4' l'-m' PRECAST (2Y4 (1) 4%l 4631 2551 U30 9'4' B'-s' PRECAST (Rl •4 (] Sias 912E BOB 3%0 10'-6' 9'-]' CABi lL+4 (]J 7931 2E1 1520 wDe II'-4' 1'-0' C i 1115 (1J 2553 2553 119 26V 1B-0' m'-e' CART 11i5 (1) 7305 2an 1123 4DI II'-21 PRECAST (]15 (1) 7141 247 en 2099 1V-4 Q'-0' PRECAST (L5 (L Isis tub ON 1021 -1.PRECAST K)5 (U 1118 Yla lei be 14'4 B'-W PRESTRE°,PEp fL•4 122 q 2345 nV5 653 1265 IS'-4' H'-0' PRE01RE95ED 12Y4 (ll. 21% 11% 516 Ins -0' 0 SSED ld)4 9 165E 165E 91B 19'-4' W-0' BTiESEED (2)5 2 310 131E Bit l35 ]0' -0 08' PREBTF286ED fD5 (2Y 1219 34 6E6 21'-4 20-0' PRE9 BRED f215 ( 1UX2 1 22'-0 20'-B' PRESTfE88Ep f215 (L9 554 994 2 565 2d'-0 22-8' PREBifE85ED (2)5 (v5 239 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEI- LENGTH CLEAR arm LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (mnL nnu GRAVITY CAPACITY nnL nnu UPLIFT CAPACITY nl rinQ UPLIFT CAPACnY (1nL r2nu BDrrcn BAR TDP BAR -0' I6 CAT ( (2)9 OPI Deco Ivaco, 100es 3 6 2 1 PRECAST 0)9 b900 1000m111 1000, 4-0 2-81 FREGA01 CN) (ll9 Isis 1006E Ise 1000E A-6' 3 2 PRECAST RBIs !1)9 60mt 1000E 10000 1000E 44V 9 4 PRECAST (SIT (2)9 55M 1000E 10000 1000E 5-4' 4.0 PRECAST 0)3 Oil Will 10L09 9365 9.0 4 6 PRECAST (2)5 (1)9 1381 1000E Mob 10000 6 4' S 0 LA6i (2)•4 (2)IS CDOD 10m90 5641 1000E 11-1. PRECAST (D •4 (L 9 1000E 100imi 5318 1000E 6 V 5 d RECAST (2) N (2) 9 5638 10000 NOS 1000E 1-6 b 2' PRECAST(2)14 (2)9 14M 9961 MR, InsTE1 6 4 LAST (2)•; (Y9 ley 9'6B %62 1326 0-0 11-11 FRI (2)4 (119 6419 I091 33U bbbl B 4' i 0 PRI (2) •4 (2) 9 M64 015 W31 bm91 91 B 0 I (2) 4 (2) re 4561 1 BBass '235 4145 10-b 9-2' PRECAST Cl) -4 (2)9 352E 1 3044 001 3663 114 10-0` FREI G)5 (2)3 329E 329E 521 3=5 17-0 -B' PRECAST (2)5 ! 2E0 293E 13% 2UB 1 -6' I1.2 ECAST PR (2)5 C)3 2110 2110 VD 24% 13.4 12-V RECAST C)5 (2)3 241E 341E 1049 1b8 14 -0 24 Pli (2)5 (2)5 21 K 211E 1sul 4-e' le-4' PRESTRESSED 2)9 2 11 26II 126 126 14SI Wall 0-A' H-0' 0 PRESTRESSED GC)NI)4 (1)4 (2)4 261E 13 663 9V 11 H' 16-0' FREBTRE%ED (2)•1 (2) 11 1 3 3 516 102] 19.4' IB-0' FRES SEED G)5 fL3 Ibml 00T 413 Bla 20 0` 18 0' FREbiRE%ED PVS f2)3 14% Id% 395 163 7L4' 20 0' FRE6iRE89ED (Z) 5 RBIs 3� 330 669 22.0- 20-W PRESTRESSED N)s ev I 102 BIT 65 24 0 22 8' PRESTRESSED C)5 (])3 V4 1014 M6 52T TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LMiEL LENGTH CLEAR SPAS LNTEL TYPE LINTEL STEEL RAIN GRAVITY C4PAPTY GRAVITY CAPACITY (Oft(InU GRAVITY CAPACITY (AL(IjSU NFLIR CAPACITY (InL(]Aw UPLIFT CAP(Y4T1' CnL G2 Damon BAR TOP BAR b 34 2 V ET ) 1 1513 IBM INI 2480 248E 4.0' 2339. Flai Iry iS,9 1131 425 1425 lon Via 4.6' 3 T PRECAST N)9 ( 019 IIN 1V Has WB9 44V 3.4 PRECAST ) (2)9 006 bN 1001 B% B96 5 4 4.V RECAST (2)3 C)1 Me 930 S30 94 SH 5 V 4-V PRECAST (1)5 (21R 511 8e5 an SM %6 b 4' S-O' PRECAST 4 (2) `2 4% T41 141 115 ON 11-1. 11G. RECAST 416 in 119 TV 820 6 5' S 4 PRECAST 4'. as 60 653 bM 159 16' 6-2- RECAST (2)9 551 SM ME 525 661 1 B' b-4 PRECAST WAl G) 315 Ma 568 499 641 PRECAST 2)•4 (V1 353 536 n6 452 an B 4' l 0' PRECAST ) •d 2) 9 334 50l 50l 49 516 9 0 B'-0' PRECAST 2 •4 (V 9 7% Ae 4% 316 494 10.E -5 --T PRECAST RBIs 145 311 312 139 423 II'-4' Is'-0' PRECAST C 5 (2)9 I0. 345 349 53 Bab 12 0' 10-8' PRECAST () (1)3 202 281 281 f5 1l5 12 6 II 1' PRECAST [) 5 > 00 243 243 01 260. a A 11-1. PRECAST 51 192 W as in PRECAST !1)5 Q6 Nis WI In 6l TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 6" RECESS DOOR HEADER LINTEL Ell CLEAR SPAN. LMhl TYPE LINTEL STEEL WFLLED GRAVITY CAPACITY GRAVITT CAPACITY (III (DAU GRAVITY CAPACITY rl (IiriU t i CAPACTY (115L (I,RQ UPLIFT CAPACITY eft- (ZAW BOTTOM FSWi TOP BAR 3'-1. 2-1 PRECAST 3 n 3 136E 69 691 225E 223 4-v P-8' PRECAST (1)3 M 1Ul 1425 1425 1%3 Lln 4a 1-10' PRECAST al (2)5 ION 192E 132E I78 119 4.4 3'-0'PRECAST 09 (2)9 963 173E 113E IBM 159E 4.8 3'-4' PRECAST 0)9 (7)9 00s IMI IsM 3% 5.0 4'A' PRECAST S)3 an o46 946 1loll b-V FHi PRECAST CPA ( 468 6E 653 was Isis l -1. 6'-4' i l2Y4 1 9 315 %B Me 49 b4l B-a' l-4' PREC46T (2)•4 2 316 4B0 W 375 546 9'-1' 8'-4' FREGST (2Y4 213 45 415 791 Ott ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011L SECTION R606U4 OR FLORIDA BUILDING #5 CONTINUOUS -B"X16" KNOCKOUT BLOCK )P BARS: -E SCHEDULE #5 CONTINUOUS STIRRUPS AT 4'-0" cc OR WELDED) -S-(1) #5/(1) #5 PRESTRESSED 31?' IABLE No 5 REINFORCING .SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32' COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TIRE LINTEL SPELL GRAVITY CAPACITY (DAL (InU GRAVITY CAPACITY (InL (InU UMPT CAI (InL (InU UPLIFT CAPACITY I, (InL (InL BOTTOM BAR TOP BAR 1.10' -b RECAST (2)9 23 619E 1000E 10009 0000 36 1-] G i l2)9 10000 10000 1DOW =0 d 0 1.".PRECAST (2)9 (1)9 %13 COOD 1I 1000E 4 b 3 ?' RECAST f]) 9 (2) 9 b940 1000E 10 00 10000 `VB 3-4 LAST (2)9 0)9 6364 1000E 1090E 5 4 4 0 PRECAST fe)3 (])9 woo DOW %is woo 5 10 4 6' CAST 0)5 f219 E543 1000E IBIS I0000 11.1. 51-V RECAST (2) 4 (2)1 GODR, '0000 ban, m000 6 6 5a' PRECAST (2)44 (2)9 100m0 Sol 655 wow 6 B 3 4- PRECA6i (2) N (2) 9 'S000 %11 1000E 16 b 2' FRI (2)N (2)9 no[ 1000E RAM 891E 11-1. b-4' FfELA6T (])4 (2)9 8112 1000E 4240 8491 e 0 6 5' PRECAST (L 4 O 9. I4M 1000E 3553 1121 84 11' FRI (])N 0)9 6194 1000E 356 106E 9 d 8.0' PRECAST (1)4 2M 525 6Eb 2121 Mel m 6 9 2' PRECAST G)4 - (1)9 408E 5043 1034 4]46 II 4 b 0' PRECAST (2)5 CPs 4221 4221 no 35E I]-0 W 5' PRECAST (2)5 (Ols Bills 310 us 311E 12.6 II.2' FRECAOT ills 3412 Bull 411 nos 13 4 V-0' RRECAST (7)9 12)3 1B% 29% B. 2516 Id 0 11.r RECAB ( ) 5 (2)3 1731 2131 .698E 2260 WISP 13 4 PREBTfRBVI (2 /4 ! 3231 3131 149 I404 5d 14 0 FRE6TfE89ED (2)4 2A 22W 13% IT 4' 16 0' PRE61TEB5ED (1)4 17)9 219E 2280 1]80 63 532 RPM B-4' IB-0 PRES1RE99ED IBIS 1)9 513 1913 b :8I4 20.E - IB e $ 89E PRE iTE D i) 5 ]13 WPB 168E Bel 1 21 4' 20.E PRE61RE05ED O)9 1)3 111 1413 4 6N R -0'- 20e PRE6 f215 fll3 138E 37 49 24.0' 11-8' FRE6TRE55ED (])5 ft)9 1141 1141 214 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL ENGTH CLEAR SPAN LINTEL TYRE ONCE. STEEL GRAVITY CAPACITY (0n- (Ptkl GRAVTY CAPACITY (InL (InU UPLIFT CAPACITY 1115L (InU UPLIFT CAPACITY (05L (2n) BOTTOM BAR - TOP BAR 96 4.0 41• 4d 111. S-Is' fid' 'i .2-1' ]•0' S1. 3-4' I-0' 4.6' 5 0' PRECAST PRECAST FfEGA6T PfE T PRECAST RECAST T (2)9 (])9 (D4 (2)9 (1)9 (2)5 (2)4 f119 -(2)4 )9 CU -Cl9 Jy9 W14 365E 2141 2519 4111 3344 303E 10000 1090E 1021 6231 Awl 3564 303E IZABM 1060E 144E M12 BUD, 316E 3965 2535 W bm00 1000E W26 12% 4530 3%5 321E RE AST )4 28BI 2B81 304E 6 e' 5 d' T (p)4 1 213E 11% n5a 2259 ?B95 1-6 6.2' PR-cCAST (])4 C)9 215 21% 1125 2309 I-B` 6.4' PRECAST (1)4 TIES 210E 1645 nis 840' 6 B' -T PRECAST 0)% 151 NET 1 0 5 B-v IV PREOMT _ ( 015 1825 1363 BIB 9.4' B-0' PREUSi -R M4 (1)4 - (2)9 an 1511 1054 Sol 87.E 9-2' ET 0)4 - (119 1765 11 SOT 024 I.H. 10-0' CART (2)5 III ISO bl8 UBI Q 0' N7.8' P DABT (D5 (]) 1 b41 596 T @-6 112' CASs inns 9E8 9B8 541 1018 3-4' tl 0' CART (1>5 !1)3 '902 902 465 9% 14 0 Q 4V RECAST 1115 !2) 3 B49 M2 414 %B TABLE No.. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS .(PLF) 8" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPIN' UN1EL TYPE LINTEL STEEL GRAVTY CAPACITY (0)SL(IXU GRAVITY CAPACITY (I)<UOAM UPLI T CAPACITY (InL nnu UPLIFT CAPACITY (IAL(M EOPC01BAR TOP BAR 3 -V 24 Fillilil] 4520 10= Vas s�0 Z-V Plai (2)3 ( 3 M51 10009 1440 1000E 4 1 E-10' PRECAST fDR ( 5. 330E 9256 6143 100'00 4 4 3'-0' LAbi A (1 3 Bass 8053 6139 E66 4.5 3'-4' PRECAST (213 (D9 E19 6131 515E Teo 5-e 4'-4' PRECAST (1/9 3514 3810 3211 1042 -4• LAST (7)4 TZ 2138 2136 CBS 18E -4' PRECAST 21a6 Aso 1645 1A9 B-B' 1 l-d' PRECAST 0) -4 IBn Ito 1241 PS5 9'-N 6'-4- PRECAST M4 9 '1910 143E 914 1505 313 8/14-S-(1) 45Al) #5 8/32-S-0) #5/0) #5 Ertl A R C H I T E C T S /Design Gr ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r ���ooemoaop D N E 0 Ilr SUBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT: R5025.032/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA 26 201, bATt: 4/26/19 SALE: 1/4 �"=1'-0" SHEET 3.1 OF A R C H I T E C T S SQ.FT. CALC°'S I5T FLR. LIVING GARAGE 1,033 411 SQ, FT. 50, FT. TOTAL LIVING ENTRY LANAI 2,244 22 200 SQ. FT. SQ. FT, SQ. FT. TOTAL 2,1 SQ. FT. CUBIC VOLUME: LIVING 15,"1 5Q. FT. CO NT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL i SQUARE FOOTAGE WNJDR DESIGNATION WNJOR SIZE ZONE 160 MPH WIND WIDTH HEK9FiT 1 22 3068 DR 40' 80' 4 21.9 / -30.4 25 33 (2) 25-SH 16" 63' 4 30.81 / -31I 3 112 16'-0vp'-0' IT' 84' 5 25.91 / -3139 4 ll 25-{ 38' 63' 4 29165 / 3220 EGRESS 5 11 25 38' 63, 4 21 / -38BI EGRE-SS/TEMP. b 54 88 SGD 06 98' 80' 4 2132 / 2988 1 33 (E)C�SS 15 1/6, 63 1/4' 5 2830 SB Il 25-SW 38, 63' 4 3231 / -3521 WIND DESIGN CRITERIA A, BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA5D=124 MPH B. INTERNAL PRESSURE COEFFICENT-+.18 C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, II ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS 4 1/2" 2'-0" 1" TOP= E N v m 2x4 U e 16, O.C. CABINET SECTION Did d 25-SH O EGRESS TEMP e BEDROOM 2 5 10'-'I' x II'-2' 8'-8' CLa - S m a LU LU O m BEDROOM 3 10'-O' x IT-V -0° 20'-0" 8 g' 0" g 0" 8 il / / I I I I I I IJI-ell 14'-(1 I LANAI I I (EPL) I 20'-0'xl0'-0' I O (2) RE SH O EGRESS TUB/ I � SHWR 'n -SHOWER HEAD e ATH 1 N _ ff) S GREAT ROOM n 16'-11 8'-8' CLG. ti R/T 2 I1" 2'-5" 31_g' 0 11'-0" 5 _2 11 61 m C C R/T — — — — — — — — — — — — WT �^ —� -- —— OWNER'S SUITE 12'-6' x III 8'-8' CLc' 4'-0" /2'-4" l'-0" //DW. SIN i t LAUN I N N I ii IQi a, -a, ISM OO c0 � 1 J 1001 COND. WFI LLARD ---� 22X36 I I ATTIC — ACCESS 10' -10" PANEL PAD -OUT STRUCK BLOCK e GARAGE WALL � C — R/T _ > Q m v 6) N 2'-10" -- 4'-2" �+o O.SUITE 8' HIGH c I BAH W/ CAP i i J IYIC m 514' cLa PAD OUT WALL e q I 60x3 12' AFP. m I SHWR 4" 6'-8" ;AR GARAGE 19'-2' x 20'-0' 8'-8' CLG, DINING ROOM 10'r6'xli'-9' (2) L q e ]_ ' 5 4 IR-ISH III _� 6 -0" I I III SHouR HEAD _ I 110 FOYER LU I Iw a -e' cL� �' I 111� I IQ IVY DEN I I= R/T III (MAL) C 12'-2'xl2'-I' II DI I I-M T 8'-V CLG. STONE SNEER—/ -0' 21_311 4'- 11 4 6 0 4 _8 0" T'-11" 20' 6 g _0° 8 _8 SCALE: 1/4 = I'-0' ELEVATION 'B" 25-SH (SB in m Did PH: 407-774-6078 FAX:407-774-4078 Lww.abdesigngroupco m AA #: 0003325 1 I INI��I �wmomu SUBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL 1833 F1833— 01 PROJECT#: R5025.032/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D*tE:l 4/26/19 y§((jAT :1/4"=1'—O" SHEET 4 or 0 A R C H IT E C T S ATTIC VENT CALCS EA OF ATTIC 1833SQ.Ff. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ• • REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 879.8) 439,q SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 SUN, REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF (-TEXTURED CEMENTIOUS COATING PER (ASTM C92(b) (TYP) -) REAR "]�E ATION ELEVATION 75' 5CALE: 1/4' = I'-0' d V SCORED BAND (TYP.) /0'-8" HDR. HCsT, COACH LIGHHT - TEXTURED CEMENTIOUS--\ COATING PER (ASTM C92(o) (TYP) It 0'-0" FIN. FLR., 8'-8" BRCn. HCxT.h 0" HCsT.oL — — ----- --- 0'-0" BRCS. H4GT. &'-a" HDR. H4GT.L _- 0'-0' FIN. FLR. 6' SCORED BAND (TYP.) v r ❑❑ ❑❑ I� (TYP.) FRONT ELEVATION SCORED BAND (TYP.) ELEVATION "E3' SCALE: 1/4 c 1'-0" ,o0'-S" 5RCx. HGT. -----------_ _-- o(ol-3" HDR. HGT. (-TEXTURED CEMENTIOU5 COATING PER (ASTM 0„ C926)(TYP) tll EFT Fu__,lLE _ Tl ,LE: 1/4' = 1'-0' ELEVATION 'B' - - — - - — - — - — - — - — - - — - — - — - — - — - — - — -011 (-TEXTURED CEMENTIOUS COATING PER (ASTM III C926) (TYP) RIGHT EL SCALE: 1/4' = I'-0' IVATION I ELEVATION "8' I 12 5 0'-0" FIN. FLR, 6°SCORED BAND (TYP.) 0'-0" 5RGs HGT. 6�4(o'-S" HDR. HGT. oO'-0" FIN. FLR. Design Grou p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 00 r �II,1IIIIII ��momosmmmoy E 0 CD E O .0 SUBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA a�R 2 DATE:' 4/26/19 I O/CALE: 1/4"=1°-0" I SHEET 5 OF CONNECTOR- S C I I JIMULE CONTROL C4TB 2 -01-b SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 1450 HTA 16-1a 1400 r: laid x I Ii I -PLY, l6) 16d 2-FLY, (USP: (10) 1Od X 1 IR' - NO Ibd OPTION) ! (2) META-16 1955 (2) HTA I6-1a 280ai 00 1 x I IA' I -PLY, fU6P' (0) laid x I Irz9 Iwo OL::66 f-PLY (u5P: NO W OPTION) HETA-16 1510 HTA 16 1615 (9 'aid x I in, I -PLY, (8) 166 2-PLT USE; (10) aid x I la" NO IGd OPTION 1 HETA-20 ISO HTA 20 ISIS 9 'md x IVY )-FLY, (a) Ibd 2-P__ Lap: (10) 106 x I IQ', NO 16d OPTION t r (2) HETA-20 2035 (2) HTA-20 5110 0¢ - 10d x I U2' I -PLY USE: (10) Imd x I E2. 250m ('a btl 2-PLY (USP: NO Ibd OPTION) z O LGT-2 2150 LUGT-2 IS15 (-': - I/4' x 2 104- TITEN, 2 FLY (U6P: SULK (5) 1/4' WB, Ui i Iaid 0 DETAL-20 2480 NO USP CONVERSION FOR 51MP50N DETAL-20 (IS, - Ili x I In, I PLY Q MC-T 3965 MUGT 4000 /U 5/S' ATR N HIGH STREWTH EPDXY fMN 12' EMBED; (22J Imd TO WOOD (118P: (2S) i0d TO WOOD/ HGT-2 10980 NUGT-2 9365 (2) 3/4' ATR N NKT! STRENGTH EPDXY fMN IT EMBEDI, (16) Imd TO WOOD (IMP: WDOD /B) laid) HGT-3 10530 HUGi-3 9365 (21 3/4' ATR N HIGH STRENGTH Elli (PIN: 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) IOd) LGT3-5D52a 3265 LWT-3 5330 02) 5D5 i VY TO GIRDER (4) 3)8' x 5' TITEN ND TO WALL (USP: CRC. (4) 3/•' X 5' WEDGE BOLT. UIOOD+(i2) W825 LTA2 1210 PARALLEL TO WALL I425 PERPENDICULAR TO WALL LPTA SS5 " (10, laid x Lw' (USP: (10) led x I IR' VGT 4940 NO U5P CONVERSION FOR SIMPSON VGT _ (1, an ATR N HIGH STRENGTH EPDXY (MN. IY EMBED), (I6)-809 1/4'X3' TO li (2) VGT 1 1155 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' ATR N HIGH STRENGTH EPDXY (MIN. 1V EMBED), (32)-SIDS I/4'XV / 2 PLY MT6-12 1000 MTW 12 1595 (14, %2H x 1 In' (USP: 0411Od x I la', (IN 1") H75-I6 (ISO HTW 16 1660 06, 4IFI x I i (USP: (16) I0d x I Ia.' (16)111 HT9-20 1450 HTW 20 2045 (2e, 1,Ad x 1 0, (USP: (24) Imd x I Ia', (20) 11 HT5-24 1450 HTW 24 2045 (21, I,*H x I In' (ii (24) IOd x I Ia', (20)10d) LSTA-12 .. 925 L5TA 12 91m (10, USP: (10) 10d LSTA-18 H 1235 LSTA 16 1360 04i IOd ❑5P: (14) laid M6TA-IB H ISIS MSTA-I8 1315 ll4j 16d USP: (14) Imd N M8TA-24 H 1640 M6TA-24 ]ISO (16710d USE; (Ia) lmd IL MSTA-30 H 2050 MST4-30 2140 (2291aid USP: (22) Imd < M67A-36 H 2050 MSTA-36 2525 (26)IDd USED (26)10d H- M6T1-36 3500 K571 236 Sow (36) WJd x 1 IR' USE: (56) Imd x I In' MI971-45 5065 K761 248 4250 (46) �3' d x I IR' U5P: (4a) Imd x 1 IQ' H6 95m EFTA 6 11 111) Od TO PLATES, (5) Bd TO STIRS (USP: (Ib) ad x I V2', (16) S8) SEW Say 5PT 4 S45 (6) )aid x 1 I TO 5TUD5 USE: (6) IOd x I Ii TO STUDS A34 395 MP 34 410 (4) bd x 1 i TO BEAM, (4) 8d x I VY TO POST. USP: (4) ad x I IQ' TO BEAM, (4) ad x I IR' TO POST. HCP2 645 1 2 1010 (I2)10d x 1 E' USP: (10) 10d x 1 IQ' TO TRA%(10) lad X 1 IR' TO PLATE H104 1340 RT I&A 2160 (16)1 x i w USP: (5) laid x I VY TO TRUSS, (5) Imd X I In' TO PLATE VGT f 4DU4 4565 PHD 44 4535 (16 SD5 114Sa3- TO WOOD, (10)-Si 1/4k Vl" W/ THREADED ROD, (2) NJTSN)ASHE" PLY LISP: 5W ATR MIN. T' EMBED SET M HIGH STRENGTH EPDXY, NO) WSW WOOD SCREWS VGT e HDTB 4940 TDX 10 5110 (16) 5D5 V4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) N2TSN)ASHER6PLY l/8' A MIN ET IN H GH T Y ) T - TH - US TR . T EMBED 6 STRENGTH EPDX , (4 /B RU BOLTS 4BU 44 '� 2200 6665 PAU 44 2535 6T15 '3 4UH N ACI4 STRENC:H CR`- (MIN. T' EMBED.) IN CONG, (12) Ibd TO WOOD f) USP: SAME AS SIMPSON 45U 66 2300 12000 PAU 66 2535 Sala (I) A?F N HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC., (12)l6d TO WOOD U51IF: SAME AS 51MP50N L7712 .. 1340 LTS 19 1205 111 b/4 ATR M HIGH STRENGTH EPDXY, (MIN 'I' EMBED) IN COND, (5)10d TO WOOD U6P: SAME AS SIMPSON LTT203 --. 1500 LT5 205 1105 0) �: ATR IR NIGH STRENGTH EPDXY, (MIN T EMBEDON , (10) (1 (10) TO WOOD USP: 3/4' ATR MN l' EMBED SET IN HIGH STRENGTH EPDXY, (101 laid, (10) 11 x I IR', 2-Irz' = u z Q HTT4 4455 WTT45 4465 (I) 6/9' A.TR IN HIGH STRENGTH EPDXY MIN, T' EMBED) IN GONG, (IS) 60M X I In' (USP: (20) 16d X 2-1/i0 USP HAS MORE NAIL OPTIONS: (20)10d, (20) Imd x IHl2', (20) Ibd x 2 IA' HTTS 5090 HTTAS 5430 (1) 8/8' A.TR IN Ali STRENGTH i (MIN. T EMBED,) IN CONIC, (26) 16d X 2 IR' (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTiC S: (26) Imd, (28) laid x 1-I1', (20) 1 x 2 Irz' HHDC 1'-5D5 25, 111 WEED II 12090 (U I� ASR IN HIGH STRENGTH EPDXY, fMR NP EMBED) IN CONC., (24) SIDS A' x A' WOOD SCREWS 105P: (24) W53 WOOD SCREWS) LOTS 6645 TDX 10 5110 (U 1/e' A8 IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC., (3) 3/4' STUD (BOLTS TO WOCD (USP: (4) T/a' BOLTS) 0 MBHA 356/1125 3475 5330 NP 1135X12❑ 3165 " 130 gl 90N: (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 61V EMBEDMENT) IN CML. TOP, fi23/4' A,f.I3 IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBEDMENT) IN CMA. FACE, (I8N0d TO BEAM USP: (U In' .141 W/ MINIMUM 6: EMBED. ( NOT LE55 THAN 4' PROM EDGE OF CONC Al 3/4' PIA ITW RdM5ET/REDHEAD DYNA BOLT 5LEEVE ANCHOR OR EO. W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. Ai iDcl AT JOIST Q� LJ (' HU5C412 (WOOD) 3635 2660 (FLR) HU54EIF 3060 2530 (FLR) 01 Ibd TO HEADER, (10) 11 TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) z HUC410 (CMU) 1510 5OS5 HP410 IF SOB 3175 (16)V4' x 2-3/4" TITEN (9 PER FLANai TO CMU, (Im) Imd TO WOOF (USP: (I5) 1/4' x V W53 SOWS, 00) I1 TO WOOD. HUC210-2 (CMU) ISO 5085 HD210-21F 1S05 31TS (IR) V4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) laid TO WOOD: (USP: (a) V4` x 3- W53 SCREWS, (10) 10d TO WOOD HUG210-3 (CMU) 1810 4000 HD2 m-31F 1905 31T (I•) V4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) laid TO WOOD: (USP: (IS) 1/4' x 3' WS3 -CREWS, (10) IOd TO WOOD LGW126-2-SDS 1430 5595 NO U5P CONVERSION FOR SIMPSON LGUM26-2-5D5 (4J 4' TITEN HD ANCHORS (2 PER ELANCE) TO CMU, (4) 1/4' X 2 1/2' SD5 5CREd5 TO WOOD HIGH STRENGTH EPDXY = 51MESON 'SET EPDXY-VB'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO L'857ITCTING FOR 51MILAR EPDXY PRODUCTS OR U5P - CIA 4DHE5IVE ANCHORING SY57EM6. WHERE ANCHOR EMBEDMENT IS GREA'ER THAN T' DEEP, THE VERTICAL CELL :N CML, WALL MJ5T BE FILLED SOLID U/ GRO-T. . Imd COMNAILS CAN BE SUBSTITUTED WITH Imd x 1 IQ" NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOWABLE LOAD, WR'� N APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TMS APPLICATION PRIOR COMMON NAILS TO :NSTALLATON. U) .- MINIMUM EMBEDMENT INTO 'HE TOP OF A BONDBEAM WILL BE 5, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE ' W P- AT.R = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENC-TH, ETC. VARIES) OBECAU5E OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITION$ THAT MAY AFFECT CONNECTOR&, THE CONTRACTOR MU5T BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS 5TEL CONNECTORS, L5E STAINLESS STEEL FASTENERS. WHEN 15:NC ZYAX ) HDG- GAL /ANIZED CONNECTORS, ..5F FASTENERS GA' ✓ARIZED PER ASTM A153 USE OF EXPANSION ANCHORS WILL SE EVALUATED ON AN INDI V)DUAL BASIS AND MJ9' HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR -O USE. ALL CONNECTOR VALUES BASED ON 6IMP50N WOOD CONSTRUCTION CONNECTORS C-2013" , "HIGH WIND RE615:4NT CONS'RdG-'ON C-iL O9, ANC=VCI-ORING < FASTENING SYSTEMS FOR CONCRETE e MASONRY CA741_ r- C-5A5-2012. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO S'-0' UN-O. 4AII 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF RILL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FUR, TRUSS/BEAM MUST NOT BREAK V-4" MIN. FROM 2ND, FUR. LINE J2 J4 J6 JS JS JS JS JS JS JS JS JS JS JS JS JS JS JS J8 JS JS MGT —ja 15IG 52E 1x4 BTM. CHORD GABLE BRACING' DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR BOTTOM CHORD 31RAGING e 20'-0" O.C, MAX (TYP.) BRACINCx w 20'-0" O.G. MAX (TYP.) 0 � \Q Ri IQ R) \.Q \Q G10 l� JZ - - -11 11 I JZ I II I II I I I J4 = u II a )III II Lu = J4 _= -== (2) HETA-20 = _ _ — =1LIL — _ _ = C3� l2J HETA-20 �tt2� C2 vIq III I _ u it u — II — u Ao 11 11 11 IF II 111 I II II I II II I� I II II LV12-0_JI II It vV - I �v II It III II II 1 u u u II V4 I III II 11 11 II 1 1 I �I III I II II 11 II 411 , 411 �I �I �I �) �I it III ' II II It II I it Ix4 BTM. CHORD �e BRACING 12' O.C. MAX, u m �(n{I a II SECURED W/ (2)10d III 1 II II 11 II II li II 0 II I EACH CHORD III Hi INTERSECTION (TYR.) _ II II �I I I it II 11 JII� ( i� - -_—_ �I) II II II = I II � II I II II II I _ It I II 1 II II _ II Ile==— 1 III I I I'., II I 11 11 11 11 It 11 I - ( —II ---_ ll—III II � I 'll I III III I I '11 it II III =— C—. -====�11 I II 11 11 II II I II II 11 I) • 11I I II 11 II ,Q I II II ��_�JII I 1111 11 11 11 ____ ATTIC m 1 u u n II II ACCESS II II II a u� n n u I n n n u u I Iu a InI II u 1� �t �►i� u I �— I 11 III � I II II I 11 111 _-_- -__= 111 1 11 11 11 11 II II@ II II II 11 I I I III II 11 II� _ u u l u A V3 II It 1 11 II II 11 1 11 11 I1 II II I I I � 4 11 11 11 11 11 1 I I II II I I 11 111 = _ _- - -1t 11 III -===ed11 I �11 11 11 I 1 ( 2X4 �C u w It V1 u u _ u u u BRA ING \ 2X4Ili =_�= BRACING(2) 2X111 Go Qw HUG-410 HUC-410 2'- 3'-0" 3'-OI' 3' (D" 3,-0t-3- O"2'-6"T 1 �B (2) HETA-20 IX4 DIAGONAL —/ BOTTOM CHORD 2'- 4 II 2'- 41I GABLE BRACING �/ L/ 1 II L�i �• •'I', ��IJ a �1• 1 Fio\ '...... ELEVA A R C H I T E C T S 4Desn Grou L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II"III"I' Lv��omo�om� E 8 E 0 r L SUBDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833- 01 PROJECT{: R5025.032/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA APR 2 D FI'E: 4/26/19 ALE: 1/4"=1' - 0" SHEET OF A R C H I T E C T S ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 110V DUPLEX RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOAStUITCWED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT GFI RECEPTACLE INTERUPTER (TAMPER RESISTANT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 1I0V DUPLEX EQUIPPED W/ GROW FAULT /��,J� �L GFI RECEPTACLE MTERIIPTER (WEATHER PROOF) SWITCH g 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y� LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLE55 �( LIGHT FIXTURE- M V.P. VAPOR PROOF �( LIGHT FIXTURE - A PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CA5INET — LOW VOLTAGE PANEL PANEL METER SMOKE BATT. BACK-UP W/ HARDWIRE SD DETECTOR INTERCONNECTED CAR50N MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR MTERCONB CTED CEILINGS BOX REQUIRED TO BE O J-50X �BOOX MADN ACCORDANCE W) RKEED» FOR INSPECTION FLOOD LIGHT r DOOR CHIMES Ty TELEVISION JACK T TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 36,745 VA x (4) 1098 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE ELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION '5' [m] BEDROOM 2 BEDROOM 3 WH I `J GFI v . LIGHT r IN ATTIC p'c"c( SPRINKLES CONTROL Ul 1 if CLG. TLET L� I 2—CAR \ I 11 COACH ` ` - LIGHT TRANSFORMER BANK. SOkVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE, UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAUI.T CIRCUIT AT SECONDARY BIDE, (120/240 VOLTS) MAXIMUM FAULT CURRENT, IS3W amp6 POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE (3)02/0 THHN/THWN COPPER CONDUCTORS, (066 THHWTHLLN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP 120/240 COMBO DISCONNECT VOLT 42 M CI AND METER MILD S M CAA( LO 200 AMP. PHONE / DATA r WEATHER L PROOF BOX INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CCMIECTIONS 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 64 THNWTNWN COPPER 024MOTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC 18 USED THERE 18 NO BOND/6ROUND TO COLD WATER PIPE. -- - - - - - �---..--- --- I I I I I I LANAI I (EFL) I J I I ' I I � I I I I I U1P I I CFI --------- 1 o OWNER'S SUITE sD BATH 1 ��/ GREAT ROOM TV I ' � :0 I I� CHIMES LAUN I GFI T SINK o" KITCHEN `II I I i - I Q COACH LIGHT a I 1 DINING ROOM FOYER II K I� l O SD wic CABLE / TV WEATHER PROOF BOX Design 1 O U ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PR 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: ELECTRICAL PLAN Nta 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APR 0 2019 D fiE: 4/26/19 ciAT :1/4"=1'-0" 7 OF A R C H I T E C T S Building Permit If Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR- Use Only Product Opening Rated Product Design Design Approval Product Pressures Pressure Manufacturer Model It Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact If 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head I amb (3) Mullions N/A +/-75 OP Ply Gem Series 470D Flange FL 15264.2 N/A Use %" Tapcon with sufficient length to achieve a IV min. embedment with 2 #" minimum edg dl ance Fixed Glass +29.65/-38.87 +/-55 OP JPly Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head ) mb (3) SlidingGlass Doors +28.74/-42.62 +/-50 DP IPIY Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill ), mb (5) ITW Tapcon X", Min Embedment 1.1/4", Min Clearance to edge 24, Min Clearance to adjacent a 4"; OR ELCO iTherma Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anc r . Anchor Swing T pe Doors +30.64/-30.64 +67.0/-67.0 Tru 3`WWO" FL 5891.5 N/A Spacing Max 18.50 O.0 Jamb to block on vertical jamb 1/4" X 11/4" min embedded Tapcon. Max spacing of 71/2" and I steel washer Garage Doors +25.91/-31.39 +361 Clopay 16x7 model 73W6 FL 16546.4 N/A required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11961 N/A 1/4" Tapcon Anchors, SG Tapcon 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 I have approved their use In this struMni. These products provide adequate resistance to the wind bads and forces specified by current code provisions. Name: James Joseph Cantwell Signature; seal Design Prof: Architect Cert. No. AR0012079 Date: GDesign rou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 umn �i ��emoommo� SVBDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHRECT STATE OF FLORIDA .. 4 1 E �)*TE: 4/26/19 I/` SCALE: 1/4"=V-0" 1 SHEET 0F (U 5 REBAR VERTICALLY (0 $REBAR VERTICALLY CONC. W/ CONC. POURED CELL - POURED CELL (25' MIN LAP)) - _ l29' MIN LAP) _ R-4.1 INSUL. MR TEXTURED CEMENTIOUS COATING Z - 0' Q'1U Z w it PER (ABTM CS26) (TYPJ La B'cm L J _icl n / 112, GYP. WL. W. _ CURB HEIGHT VARIES t0 0 / `WOOD BASE - w I/!' CONG„ REIhF. W/ 6'rb'WAXW.4 UAW OR FIBERNESH ON3IR' CONC, REU'E. W/ b'x6• -MIL POLY ETHYLENE VAPORWAxWA IULF OR FIBERMESH FIBARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE LEAN TERMITE MATED FILL VAPOR BARRIER ON Z V a' UELL-COMPACTED CLEAN CE88 i 4' 4' 4' UEBAR m U U (2) 5 IEBAR CAAFILL I -0 ON CHAIRS 1-STORY FOOTING W/ BLOCK, -WALL 10 SHOWER RECESS FOOTER SCALE: 1-0.0' (1) 5 VERT. DOWEL LAPPED W/ BOND BEAM lU 5 REBAR AT COPIERS W/ 25' LAP MR TYP. REBAR LAP c AT LINTEL CORNERS 3 R' LONG. REFF. v 6Y6' z WL4AM ULF OR FIBER•ESII O1 "IL POLY EllY VAPOR BARRIER O WELL-021PACM CLEMI TEMIM TREATED FILL 5 REBAR ON CHAIRS GARAGE STEP-UP P�f NON -BEARING ° MANUF. PRODUCT DETAILS 2 REQUIRED Sig AND DEPTI RECE86 FOR SGD. TRACK �FNISH FLOOR I 8_ a° °. N °. USLAB AT S.G.D. 11 SCALE: 1'4-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK OdmUTED BOND BEAM A_CLEANOUT REQUIRED FOR INSPECTION TIE VERTICAL REBAR TO HORLLV 1 REBAR W/ 10' HOAL. FIOIC HORIZONTAL/ VERTICAL F REINFORCING 1-STORY FOOTING YY AT GARAGE l=iwwl WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR a °� • WAMWA U W OR FIBERIE : `I— 3 1/2, CONC„ I'EU$. W/ 6'xlV4-&'FWCESS I/2'O NC, IR' CONC. PEINF. UJ/ 6•x6' W/6' b 6-MIL POLY ETHYLENEPAVER OR FI. CN BASE BARRIER ON DELL- DGLEAN POLY I -COMPACTED iEltl`iITE TREATS FI'EAN ARRIER ON 4ELL6-MIL FOOTMG TER'11TE TIEATED RILL BEYOND (0 5 REBAR ON GHAIRB FOR PAVERS EXTEND FOOTING mUNDER PAVERS REBAR ON OHAIIt Q GARAGE DOOR FOOTING U EGALE� In'.r-0' PAVER RECESS ENTRY DOOR J E: i2'•I d Z L (0 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 6'EMBED. MIN —BARRIER CONC, OR rI W/ MOSH a WIAxWIA UAIF OR FIBEPo-IEBH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON DELL-COI-IPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR &Qmil' ED DOWELS E: /2.P-0' I >F L (2) 5 REBAR • I -STORY (3) 5 REBAR • 2-STORY OUTSIDE W15AR TO BE TREBAR LAP AT FOOTING A R C H I T E C T S Design ro u LLC 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Ad �II"IIIIII L v�a000mmv� STJBDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833- 01 PROJECT#: R5025.032/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA )) `6 D TE: 4/26/19 GALE: 1 /4"=1' - 0" SHEET D1 SHINGLES OR TILE (PER COMMUNITY SPECS) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE---11 - 2x6 SUB -BAN -� VENTED ALUMINUM SOFFIT ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') SECURE GABLE TO 2x8 P.T. PLATE w/ 12d NAILS 6 8' O.C. MAX PLASTIC OR METAL WEEP SCREED ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER CMU BLOCK WALL SECTION — GABLE ROOF SINGLE STORY SCALE: 3/4'=I'-0' SHINGLES OR TILE (PER COMMUNITY SPECS) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE'} EMBEDDED STRAP (PER PLAN) METAL DRIP ED 2x6 SUB -BAN VENTED ALUMINUM SOFFIT ER PLANT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATION PRECAST OR POURED IN PLACE SILL (PER BLDR) ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU 8' CMU BLOCK WALL SECTION —HIP ROOF SINGLE STORY BATT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) 3 ATTIC ACCESS SCALE: N.TS. a OPENING 22' x 30' MIN. NOTE: ATTIC ACCESS WHEN PROVIDED SHALL COMPLY WITH MIN 30' HEADROOM PER R8011.1 OF THE FBCR 2011, 6th EDITION REFER TO DETAIL 1/D2 FOR GABLE X-BRACING REQUIREMENTS PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-O' O.C. 0 SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING) SECURE P.T. 2x8 TO BLOCK w/ S ' x 9' ANCHOR BOLT w/ 2' WASHER, SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (V MIN. EMBEDMENT tv 32' O.C. MAX) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN or 10'-O' O.C. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) ' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD GONG. FILLED U-BLOCK w/ (1) S CONTINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALLS) ' GYPSUM BOARD OR �, HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U 95 CONTINUOUS REBAR PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) -J' GYPSUM WALL BOARD f) "5 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) ' P.T. FURRING STRIPS 6 16' O.C. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD -WOOD CASING AT SIDE AIR SEAL GASKET BETWEEN WOOD CASING 4 GYP. BOARD (TYP) 8' CMU BLOCK- P.T. Ix4 or J'x4' MIN. (SEE WNDOWiDOOR JAMB BLOCKNG FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS} v icLIT : AS NEEDED PLUMB JAMB. ❑ NOT EXCEED' ❑ #' DR w L Ix4 or jx P.T. NAILER DOOR IC SING WINDOW TO BLOCK (+Y4 DOOR JAMB TO BLOCK (+3/" 4A r 8' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) I�. Y4 ) 1 AS NEEDED °LUMB JAMB. NOT EXCEED' DR1��UL Ix4 or J�c P.T. NAILER WINDOW TO BLOCK (+1 12") DOOR JAMB TO BLOCK (+1 12") 4B 8' CMU BLOCK- ] ❑ ' DR P.T. 2x I Pi Ix4 or (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT OS DOOR JAMB / WINDOW DOOR (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �y' 055) w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 1%6" DOOR JAMB TO BLOCK (+1 1%6" 4C 8' CMU BLOCK-{ 1 AS NEEDED °LUMB JAMB. NOT EXCEED' P.T. NAILER " WIDE MIN.) SING AS NEEDED _UMB JAMB. OT EXCEED a ' DRYI JA L P.T. 2x Ix4 or I K2' .T. NAILER (SEE WNDOW/DOOR JAMB BLOCKING P.T. Ix WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT DOOR G ING DOOR JAMB /WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �e,' 055) w/ �j,' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 %4") DOOR JAMB TO BLOCK (+2 %4") l 4D 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and 9 16' O.C. MAX NOTE: SHIM AS NEEDED Ll TO PLUMB JAMB. ❑ DO NOT EXCEED' kOOR DRYWALL 4 or Ix2 P.T. NAILER OOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") DOOR JAMB TO BLOCK (+311) 8' CMU BLOCK P.T. Ix4 or a0x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and 9 18' O.C. MAX SCALE:V-P-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' kOOR DRYWALL 4 or Ix2 P.T. NAILER 05B (4' WIDE MIN.) OOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (lx or �(,' OSB) w/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 716") DOOR JAMB TO BLOCK (+3 %6") 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT! SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8' FROM EACH END and 9 18' O.C. MAX SCALE: V-V-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' kDOOR DRYWALL 4 or Ix2 P.T. NAILER .T. Ix (4' WIDE MIN.) CASING OOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' OSB) w/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 i6") SCALE: I'=I'-0' UPLIFT UP TO 1,115 lb 5IMP50N HT520 w/ (10) I0d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS INTO BOND BEAM RE -ENGINEERED (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS UPLIFT UP TO 2350 Ib ONTINUOUS BOND BEAM (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS)— I*J TRUSS ANCHOR RETRO—FIT SCALE: N.TS. TAPCONS MIN. 2' COVER V APART WINDOW/DOOR JAMB 4 BLOCKING FASTENER SCHEDULE P.T. Ix4 or i'x4' MIN: SECURE THRU FRAME INTO BLOCK w/ (U �(,' TAPCON (MIN. EMBEDMENT 1 4') 8' FROM EACH END and -a IS' O.C. MAX or (U DRIVE PIN, 8' FROM EACH END and 9 IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" P.T. 2x4: CEO SECURE TO BLOCK w/ (1) ' TAPCON (MIN. EMBEDMENT 14') 8' FROM EACH END and 6 18' O.C. MAX or (U DRIVE PIN, 8' FROM EACH END and a IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 14' P.T. 2x6: SECURE TO BLOCK w/ (2)' TAPCONS (MIN. EMBEDMENT 14') 8' FROM EACH END and ,$ 18' O.C. MAX or (2) DRIVE PINS, 6' FROM EACH END and 6 15' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1' P.T. 2x8: SECURE TO BLOCK w/ (2)' TAPCONS (MIN. EMBEDMENT 149 8' FROM EACH END and 6 15' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. (2) 2x4: EE SECURE TO BLOCK w/ (U a TAPCON (MIN. EMBEDMENT 14') 8' FROM EACH END and a 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. (2) 2x6: RE SECURE TO BLOCK w/ (2)' TAPCONS (MIN. EMBEDMENT 14') 8' FROM EACH END and 9 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1' P.T. (2) 2x8: SECURE TO BLOCK w/ (2) 4' TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and 0 IS' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14' A R C H IT E C T S Des ign IT nGrou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1111 STJBDIV. 8c LOT: OAKLAND LAKE LOT 32 MODEL 1833 F1833-01 PROJECT*: R5025.032/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 4/26 /19 SC ALE: 1 /4"=1' - 0" /SHEET D 2 A R C H IT E C T S NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %, O.S.B. or Y2' CDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS a 6' O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 10 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL V COX EXTERIOR PLYWOOD or 15/2' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 9 6' O.C. 0 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS m 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING V 0.5.5. or Y2' PLYWOOD or Y*' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS a 4' O.C. 6 PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 Yap 131 110,000 RING (16-20 RINGS PER INCH) I`' ad RING SHANK GUN NAILS a 4' O.G. TOP 4 50TTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.55. TO BE STRUCTURAL GRADE) 01, n NOTE: f TOP CHORD BLOCKING m 4' O.C. MAX IN FIRST (2) FRAMING SPACES a EACH EN PRE-ENGINEERED TRU55 or RAFTS ROOF 5HEATHINe n __'�ll .M2 1, BUILDING LENGTH , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C 86 RING SHANK GUN NAILS 0 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S$. TO BE STRUCTURAL GRADE) Cad RING SHANK GUN NAILS 0 12' O.G. IN FIELD or ad x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS 9 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5U5-FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS DIAGONAL BRACE w CENTER OF TRUSS SPAN or HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN V-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 0'-0' - 30'-0' USE (U X-BRACE 30'-1' - 60'-0' USE (3) X-BRACE (1) X-BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREED- — SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X-BRACING 1 SCALE: 3/4'4-0' SECURE TOP PLATES w/ 16d COMMON NAILS 2-ROW5, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WIT I 6'-04 OF ENDS OF WOOD STRUCTURAL EL SHEAR WALLS. * THIS DETAIL APPLIES AT ALL WALLS AND INTERIOR SHEAR TOP PLATE SPLICE DETA] 3 SCALE: 3/4'-1' PRE-ENGINEERED GABLE 65 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BA (4'-0' O.C. 6 SHEATHING S 5) (2) 2x4 SYP 02 DIAGONAL 15F 4CE w/ (3) 12d NAILS -9 EACH TRUSS ( I ONAL X-BRACING TO COVER 5- 5SE8 CONT. 2x4 RAT -RUN ATTACIA TO EACH TRU55 w/ (2)12d NAILS INSTALLED a MID -POINT C SPAN or 10'-0' O.C. MAX Design I u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 mn� n ��emowoaooy E 8 N E C sUBDIV. se LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ,m 4/26/19 OC/ALE: 1/4"=1'-0" 1 VTCR o (1) 6 EA i' O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' ECURE 2x4 BLOCK w/ C 0 0 ECURE 2x6 MIN. TO BL (2)V x V ANCHOR 50L B WASHER SET IN SIMPSON FIE _11( HIGH STRENGTH (MIN. 6' EMBE ECURE 2x6 MIN. TO BL (3)Y' x V ANCHOR 50L WASHER SET IN 51MP50N HIGH STRENGTH EPDXY EM'. GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-V TO w/ 2' ) w/ 2' E-1 0 0 PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR " NIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS im 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 Woo STUDS SCALE: 3/4'=I'-0' PRE-ENGINEERED TRUSS `�' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) g 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 SB BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER e 32' O.G. MAX. F—CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMU\' CMU BLOCK i' ATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y' x V ANCHOR BOLTS a/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S 5PECIFICATIONS I"MIN. suoE VERHEAD GARAGE DOOR (BY OTHERS) Room ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N15. MANUFACTURER'S SPECIFICATIONS) 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 �IIII"IIII �mmv■o■vo� SVBDIV. LOT T: OAKLAND LAKE 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APR 2 4/26/19 1 $,CAT : 1/4"=1'-0" 1 $" THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLA&TER BASES CONTROL JOINT SHALL BE SECURED TO FR NG APPROVED BUILDING WRAP SHALL BE LAPPED A WRB LAYER #2, FORTIFIBER BUILDING MEMBERS. THEY SHALL BE I D BETWEEN MINIMUM OF 6" 0 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED —� PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415-IN. (.2 -MM) WIRE 6" HORIZONTAL LAPS. TO LATH a '3" O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE T 9' NOTE: DO NOT FASTEN CONTROL JOINT TO 61" (VERT.)O.C. MAX AT 5UPPORT5 (229-MM). A5 PER A5TM 010 1.5.1. WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ %s" LEG MAY BE U5ED TO TEMP. WRB LAYER #I, STUCCOWRAP FOR REPAIR OF TEARS IN W AYERS, LAP TO BE I" SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED JLL4 STICK MIN. LAp a METAL LATH TEMPORARY STAPLES TO BE REMOVED AFTER :. " s , .:.. „ x x X. x 8" THICK, 3 COAT CEMENT INSTALLATION ' x X X PLASTER WOOD SHEATHING METAL LATH FASTENERS TO BE SPACED TO } 6, TO 8 GAP MIN. W TO 8, MI" MIN. PROTECTED FLASH TAPE TAPE WRB LAYER METAL LATH WRB AY #2 FO TIFI LAYER R BER � I" O.C. MAX VERTICALLY BEHIND CONTROL JOINT I, STUCCOWRAP BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED RB #1 TAPED TO �N MIN PAPER LAP BELOW ONLY HEATHING w/ WRB (OR APPROVED EQUAL) DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO 5" FROM CONTROL OVER TOP. WRB TO SHEATHING TAPE WRB LAYER #1, TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS TO BE LAPPED WRB LAYER #2, 5TUCCOWRAP (OR ON STRUCTURAL STUD WOOD 5TUD5 n ERTICALLY 6' MIN. FORTIFIBER BUILDING =z M.::.- yw:-t„ � <r w., x<<; - APPROVED EQUAL) NOTE- TUCCO OVER PAPER (OR �•M'LATN LAP, 4. OVER DIRECTLY TO SHEATHING 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 SHEATHING F ETAL LATH. METAL APPROVED EQUAL) ALL LAP ATH TO HAVE 111 VERTICAL LATH 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE @� ERTICAL LAP MIN. & PAPER DETAIL WOOD 5HEATHING TYPE M CONTROL JOINTSCALE: aJ 3. BLOCKING SHOWN MAY BE IN ADDITION TO 1 hLT.S. �Q WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT I'M' CONTROL HORIZONT LATH PAPER LAP JOINT END TO END CONDITION5 & PAPER AIL 2 WALE:N.Tb. CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE A OX 6" PPR LONGER THAN THE ,� FORM FLASH I TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. <,, TO 055 AROUND PENETRATION ::,�..; 1" OR LE55 PIPE PENETRATION x WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER 'f ` HALF OF THE I REMOVE L E PIPE, RE E THE RELEASE LINER AND FOLD LAP 51DING (PER BUILDER) THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM 000LEGEND (LENGTH WI5E WITH ADHESIVE FLASH 1 AND APPLY IT TO THE MINIMUM LAP (PER MANUF. SPECS) TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH I STEP 1 STEP 2 SAME MANNER, MAKING SURE (WRB LAYER #1 WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUF. SPECS) FORM FLASH 1 TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE . STUCCOWRAP OR THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. MINIMUM CLEARANCE 14 APPROVED EQUAL) (PER MANUF. SPECS) TAPE WRB LAYER 11 i• '1 WRB LAYER 12 PER FBC R103.1.1 , STUCCOWRAP (OR APPROVED z 5"Xl" CONTINUOUS GALV. METAL z (FORTIFIBER EQUAL) DIRECTLY TO SHEATHING z STEP FLASHING (NAIL TO ROOF Z BUILDING PAPER OR EXTERIOR LATHING AND PLASTERING WRB LAYER 02, FORTIF15ER s @ DECK, NOT WALL SHEATHING) a APPROVED EQUAL) EXTERIOR U5E OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR CAP SHINGLE - DO NOT NAIL METAL LATH x x x x SHALL COMPLY WITH THE APPLICATION X APPROVED EQUAL) e REQUIREMENTS OF A5TM C 926-12A. X METAL LATH — TO — STUCCO ��- � 4 a INSTALLATION OF EXTERIOR LATHING AND ; 'Xr , PROTECTO FORM FLA5H I COVER ER FLASI�ING 5TRIMMED R P _ FRAMING SHALL COMPLY WITH A5TM C 1063-12A X CONFORMABLE AIR/VAPOR WOOD SHEATHING �fJ�i�TTf� BARRIER TAPE DIRECTLY X, TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) X ' DIRECTLY TO OSB AROUND NOTE` A5 REQUIRED TO SECURE PENETRATION METAL LATH: LATH TO BE PER PIPE/ WIRE TO FRAMING X SIDING STUCCO FBC R103.1.1 / A5TM C-541-09, X' ELA5TOMERIC COATING MIN. 2.5 L55. PER 50. YARD PIPE PENETRATION DETAIL X (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOE5 3 SULE:N.T.s. " OVER STUCCO/ C.V. FINISH NOT MEET 5PECIFICATION5) SECTION (SEE TYP WALL SECTION) "L" FLASHING 4 SCALE: NTS. WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 vi SUHDIV. 8c LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 20 TE: 4/26/19 iSCALE:1/4"=1'-0" f SHE�E��T� VU AI TEXTURED CEMENTITIOU5 COATING WRB LAYER #I, 5 COWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING X X' WOOD SHEATHIN PAPER (OR APPROVED EQUAL) s THICK, 3 COAT , VENT CAP IS t0 SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER 11, 5TUCCOWRAP (OR APPROVED � _, X SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE NO D VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. x X APPLY 5EALAN T PERIMETER OF OVERLAPS KICKOUT u= 1 y" ABOVE SHINGLES NON -MOVABLE ME AND STUCCO ON ALL SEALANT ALL SIDES DIYERTER 1" MIN. :. ..' it SELF -ADHERING FLASHING " SIDES, Y" SEAL JOINTS ALL AROUND •'=•i':f+Y' \ .,.. THICK, 3 COAT EMENT PLASTER STEP FLASHING METAL LATH DRYER VENT BLOCK 6B SCALE:N.Ta. DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, F011,TIFI5ER BUILDING PAPER (OR AP VED EQUAL) awo BUILDING PAPER DRYER VENT (FR E) OVER "QUICK FLASH" FELT UNDERLAYMENT �o PIPE THROUGH WALL PER FBC R103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING FASCIA WRAP DRIP EDGE: OVERLAP 3" EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" A5TM C 926-12A. FASTEN 4" O.C. MAX. (AVENT PENETRATION SCALE: P175. INSTALLATION OF EXTERIOR LATHING AND FRAMING 514ALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER #2, FORTIF15ER LEGEND WOOD WRB L4 R #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCC AP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPRO D EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 8 WALL �: V.S. SHEATHING WRB L R 02, WOOD TEXTURED FINISH WOOD WRB LAYER #2 INTERSECTIONS FORTIFf R CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILD( 8" CMU PAPER (OR MEMBER Q -I" O.C. MAX OR APPROVED EQUAL) AREA t0 RECEIVE 1 COAT OF SHER-CRETE APPRO D EQUAL) •- _ � � � �� 5 �� ® /$ t0 /8 MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 a THIC FR�AED PLASTE COAL CEMENT WEEP SCREED STUCCOaWOOD SCRATCH COAL PRIOR To ELEC. METER ff /s TO i 6 WIDE STRIPSELFWOOD MID -WALL ADHERING FLASHING, CLEAN SHEATHING INSTALLATION __ WEEPS EED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING j (PER 3/11A1) 6" SELF DHERING FLASHING TEXTURED FINISH @ MASONRY HORIZONTAL WEEP REED HORIZONTAL WEEP SCREED NOTE: — FRAME TO AME (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM ELEC. METER FIELD VERIFY 7A SCALE: N.TS. � D SCALE: N.TS. C-S47-09, MIN. 2.5 L55. PER SQ, YARD (UTILITY OR LOCATION JEP NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND SCREED e APPLY SEALANT AT WEEP SCREED END TO ENp JOINTS ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4" NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY t0 BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC 150CYANATE-POLYBLENE) SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER WOOD SHEATHING THAN I" TO CORNER. ' STEP 1 STEP 2 STEP 3 � WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD ° ° ° ° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL) o0 01 (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" oa oa SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WAI C ELECTRIL CONDUIT A OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT ° ° METAL LATH E LL PENETRATION `PIPE PENETRATION DETAIL ° .o. o.o AT ALL JOINTS AND ° • ° • o • o 8 SCALE° N.TS. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 6CALE:wTS.m"CoNsff STEP 6 A R C H I T E C T S Design rou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 link �IIII'lllll Lill Mo0o■omg SvsDIV. 8e LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT: R5025.032/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA Two 4/26/19 ALE: 1/4"=1'-0" 1 SHE�ET� �� V V A2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-780 — CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-780 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING r�} PAPER (OR APPROVED EQUAL) IX m \ WRAPPED pH CORNER OF CANTILEVER �P X-- AMIGO AM66-WFWC-i80 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 8 5TICK) 6" PEEL & STICK o DRIP EDGE TO DECK I y"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL & 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL S STICK rat DRIP EDGE TO DECK 5UB FLOOR FULL 5HEET5 OF PEEL 4 5TICK 1 y"XI %" P.T. OR 51MULATEp WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS f " GAP FOR BACKER ROD 8 SEALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD t*COMPONENT5 PULLED -\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 11, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 1 WOOD 5HEATHING K11117-1 5ELF-ADHE5IVE FLA5HING VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FINISH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF SEALANT, /2" MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER *2 9 0 a" T} MET HE (SHC 5EP WA t—DECK MEMBRANE, EXTEND OVER DRIP EDGE �3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y" MIN. 5PACE FROM DRIP FACE TO TREX VINYL (OR APPROVED EQUAL) CA51NG BEAD I Y"XI Y" P.T. OR WATER PROOFING let LAYER (2 LAYER FILLER (OR APPRC PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION (2 NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) TRUCTION :R RE515TIVE :R #1 :R RE515TIVE :R #2 C, 3 COAT CEMENT PLASTER LATH THING FOR CLARIFICATION OF "TE ACCESSORIES ONLY) GE INSTALLATION 'GAP FOR BACKER ROD 4 SEALANT CASING BEAD ROOFING let LAYER L YER PEEL 4 5TICK) PEEL 4 5TICK 5UB FLOOR- MODIFIED 90 ATED WOOD (TREX) QUAL), CONTINUOUS xAP FOR SEALANT 8 OPT. BACKER ROD +i<COMPONENTS PULLED APART FOR CLARITY s" THICK, 3 COAT CEMENT PLASTER NOTE:SET (LING LAG BOLT ATTACHNMENT5 IN SEALAN HERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO 5HEATHING ia I" O.C. MAX. / 1 WRB LAYER 01, 5TUCCOWRAP I; (OR APPROVED EQUAL) WOOD SHEATHING _. METAL LATH -'WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD @ FRAME ul NSS. CORNER BEAD (FASTENER 4 SPACING 7" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT SCORNER BEAD @ BLOCK 1 F.D WALE: M.S. COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 y2'x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX r\�WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN 5HEATHING 6" 5ELF ADHERING 4 FLASHING 1 YI2°x3° "L" FLASHING FULLY E1�15EDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE5501RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII'lllll ommomm■om� SUBDIV. & LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DATE: 4 /2 6 /19 ,SHEET VV A3 WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING* PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6°SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6" 5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (FRAME, NO BAND) 1 JH 5CALE: N.TS. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR (' APPROVED EQUAL) # METAL LATH (EXPLODED $ THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYONI WOOD 5HEATHINI WEATHER RESISTIVE BARRIER: WEATHER RESISTIVE BARRIER %6" X 1 Y4" LAP SIDING W/(o" REVEA (0" SELF -ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLA5HINl STUCCO CA51NG BEA; SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 %6° X -I Y" LAP 511DING W/6 REVEAL (o" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y8" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING Y&' THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER IYL (OR APPROVED EQUAL) - ATHING :R #1, 5TUCCOWRAP :OVED EQUAL) :R #2, FORTIF15ER PAPER :OVED EQUAL) ANGLED CASING BEAD METAI ATH (o"5ELF-ADHERING FLASHING (EXPLODED 8° THI 3 COAT VIEW FOR CEMEIIIII PLASTER DRIP CAP '' CLARITY) WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 1 JD SCALE: " SELF -ADHERING FLASHING EATHER RE515TIVE BARRIER #1 EATHER RE515TIVE BARRIER #2 TARTER STRIP PER 'ANUFACTURER'5 INSTALLATION I5TRUCTION5 SELF -ADHERING FLASHING ;ALV'D METAL "Z" FLASHING )0 NOT CAULK OR SEAL OPENING ;ALv'D METAL "Z" FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #I TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #I TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING KJ" SELF -ADHERING FLASHING 1WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) :CASING (W/%s" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER #2 SIDING TO STUCCO �C FRAME TO FRAME TRANSITION LEG DRAINAGE PLAT (WRB LAYER #1, 5TUCCOWR� OR APPROVED EQUA WRB LAYER (FORTIFIBER BUILDING PAPE OR APPROVED EQUA METAL LA' 5TUCC WOOD 5HEATHI> 5ELF-ADHE5IVE FLA5HIr NOTE: METAL LATH: LATH TO BE P C-841-09, MIN. 2.5 LBS, PER NOMINAL LATH DOES NOT M SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP X X- Q Q_ $" THICK, 3 COAT CEMENT }<GAP TYP PLASTER CASING BEAD METAL LATH IX TRIM MEMBER 6 STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING \\ �- WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 SCALE: N.TS. � cuss-SEGTIGN) WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $° THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD X VINYL (OR APPROVED EQUAL) CASING BEAD FBC R103.1.1 / A5TM YARD (UTILITY OR SPECIFICATIONS) GAP TYP NG BEAD > WINDOW $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW POR CLARITY) CASING BEAD C RAISED @BFRAME WXE- N.TS.AND METAL LATH SEALANT WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL. 2X FRAMING (OR APPROVED EQUAL) CASING MEMBER (W/$" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP cEZ BEAD WINDOW CASING r, SCALE: N.TS. a" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) �— E-Z BEAD VINYL (OR i APPROVED EQUAL) CA51NG (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S ADesign Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll o��omovom� qqE C� O C SUBDiv LOT: OAKLAND LAKE LOT 32 MODEL 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTEC STATE OF FLORIDA D er : 4/26/19 C : 1/4' =1'-0" VU A_A__F CUT HOU5EWRAP AT 45° ANGLE MODIFIED "1" 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 SCALE: NTA (FRAME) APPLY 051 F42U (OR EQUAL) SEALANT is WINDOW/CMU JOINT. FLUID APPLIED FLASWING (PEFa" 1-A-BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY FOLD SECURE HOU5EWRAf � I �' A UNDER) at FOLD HOU5E IN AT JAM55 5LOPE 51LL R. EXTE INSTALL (o" SELF -ADHERING FLA5HING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW 51LL FLEXIBLE FLA5HING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF 51LL R.O. MECHANICALLY FA5TEN FANNED EDGES. (CAP NAIL5, STAPLES) STEP 2 IN5TALL 5ELF-ADHERING FLEXIBLE FLASHING A5 THE FLASHING AT THE SILL �1r�r o NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 8 SELF -ADHERING FLASHING MATERIAL5 USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIAL5 PER MANUFACTURER5 WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLA5HING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6" SELF -ADHERING r OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 gTFP 7 MIN. TEXTURED ;EMENTITIOU5 COA )VER BLOCK STUCCO OVER BLOCK (MIN. THICKNESS s") ORLANDO/TAMPA S. FLORIDA APPLY 3is" NOM. CONTINUOU5 BEAD OF SEALANT AT JAM55 ND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLE5 OR 5LOT5. SUPER 5TRETCH BUTYL FLA5HING 8" VERT. END DAM5 REQ'D. AT EACH END OF 51LL FOLD HOU5EWRAP DOWN 4 TAPE DIAGONAL CUT 4 ACRO55 HEAD OF WINDOW MIN MIN. TEXTURED CEMENTITIOU5 COATING ,44 OVER BLOCK J OVER BLOCK THICKNESS e") )ING LOOK FLORIDA gTFP A IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN IN5TALL THE 5ELF-ADHERING 5TRETCHA5LE FLA5HING 4 APPLY SEALANT AT END5 OF SILL DAM IN5TALL WINDOW PILL LEVEL AND 5QUARE f MANUFACTURER5 WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT IN5TALL b" WIDE ADHE5IVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING �VERFRAME STUCCO OVER FRAME (MIN. THICKNESS 8") ORLANDO/TAMPA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 1J 11J1 e/ 3" MIN. TEXTURED �EMENTITIOU5 COATING �VERFRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Design r0 u P LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngro up. co m AA #: 0003325 �IIII"IIII L o��m�0000� :E 8 4) r E C 0 SVBDIV. ee LOT: OAKLAND LAKE LOT 32 MODEL: 1833 F1833-01 PROJECT#: R5025.032/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA DA : 4/26/19 s :1/4"=1'-0" SHE�ET� �� V V A5 0 cq It `�° 11 It 1 n 0 J2 J4 C3G C2 40 -t J2 J4 J6 JB J8 JB JB J8 J8 .6 J8 J8 J8 J8 J8 JB JB J8 JB J8 J6 J4 J2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 i/i6- HEEL HEIGHT 8'-8'r ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (A) HUS26 (A) HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 (D RT16A © CONNECTION BY BUILDER Z'� ., RECEIVED MAY 18 2019 ST. Lucle County, Permitting REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent god general compliance With the Contract Documents only. Netgttoas Ob Not Authorize Changes to Contract Sum, Revhwt, Comments and/or corrections does not relieve the CgaUaetgr from compliance with the Contract Documents. The Cggtracteir is responsible for confirming and correlating all 481atitigs, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of then work with other trades and subcontractors, pert rmance of work in a safe and satisfactory mariner and for co ace with the Contract Documents. IV A. B. D GROUP OUP Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. I,Inn Nn' 6542 1 SY,\o9 I— e• 8" BRG. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WiLL BE MADE IN STRICT ACCORDANCE WiTH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It Is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECRON BRACING IS NOT THE RESPONSBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEE( PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINONG DURING ERECTION; AND PERMANENT BRACING VIHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'SM—Bi Summary Sorel COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING A 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 STALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED VAIN REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-4 TRUSS COMPANY WiLL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5D00 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �--1 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 W1nd Design Velocity :160 MPH Imp. Factor : 1.00 Wind load Duration Factor : 1.60 Mean Roof Height : 15 tL BrIm M 86*y Struct Eng i7e051 2590 N. KINGS HIGHWAY FT. PERCL FL 3051 (772) 464-4160 1 - , Lf c.i� ✓i�J� /c--) SOUTBERN 'TRUSS (772) 464 COMPANIES, INC. 2590 N. Kings Highway Fort Pierce, FL 34951 CUSTOMER: DESCRIPTION: 1 3/16"=1'—O" 18/16/2018 I dhc FILF r,,Nopy