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HomeMy WebLinkAboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET 18 ° ) ° ) GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXXO 0 — 0 0 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS i OL11 fflikxnes ya n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN � SUBJECT TO DAMAGE FROM a � SEISMIC __ _. _._____ I WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic 1 DESIGN Frost line ! DESIGN UNDERLAYMENT n FREEZING ANNUAL LOAD (mph) effectgk CATEGORY' Weathering depth° Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C 11 N/A Negligible N/A 45 N/A N/A N/A N/A Heavy DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) •ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 �"` '" •CONSTRUCTION TYPE — VB 1ST FLF2. LIVING 1833 SQ. Ft. • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH TOTAL LIVING: 1833 .50, FT. — VASD = 124 MPH RISK CATEGORY II . ENTRY 22 SQ. FT. •EXPOSURE CATEGORY — EXPOSURE C LANAI 200 SQ.FT. GARAGE 411 SQ. FT. • 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,466 SQ. FT. • STATE OF FLORIDA GU5IC VOLUME LIVINGS 15,941 .50. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH (ELEVATION A) 50'-0" PROFESSIONAL ARCHITECT: TUSCAN (ELEVATION B) 50'-0" 46'-0" JAMES CANTWELL AR NO. 12079 (ELEVATION D) 50'-0" 46'-0' A.B. DESIGN GROUP, LLC. LANAI 50'-0" 56'- 0" 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 BEDROOM 5 50'-0" 57'-0" Fax: (407) 774-4078 Tel: (407) 774-6078 BEDROOM 5 W LANAI 50'0" 67'-0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FUR`rHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE SCANNED IS FOR THE BUILDER TO SUBMIT A WRITTEN R,F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN LIGROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design ro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II L ommo0mo0oJ E 8 E O C I� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 45) MO DEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLONDA rM V ATE: 6/24/19 SCALE: 1/4"=1'-O" O` 4�e, SHEET c S OF 10 WE® *:®R copeE G®MCpuN Y ST • Lv 50cc GENERAL NOTES CONCRETE A R C H I T E C T S 4. b. 6. 7. 8. 9. 10. 13. 14. 15. 16. 1T ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A, FLOOR LIVE LOADS_, IPSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS_. IPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. •" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, BTH EDITION (2017)• D. ROOF DEAD LOAD PSF) D.I. FIBERGLASS SHINGLES 17 D2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E.2, EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0,00 E.6. ENCLOSED BUILDINGS 30.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI F.A. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD REPPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDXNR FABRICATION OF THE WORK. ALSO SEE "DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS), THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, ORTHE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS A99 COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR COWITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.F, AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE NESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL. CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN 11702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.6, 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF aOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO SHE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %CINCH GYPSUM BOARD OR EQUIVALENT. QITG W^DW 3. 4. 5. 6. 7. 8, 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALT. BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T-0".BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALI. LOCAL AND STATE REQUIREMENTS, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. COVIIRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/,". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5, 2. CONCRETE MASONRY UNITS SHALL BE GRADE."N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000PSI PEA ROCK. CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R600,2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301: AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). _ 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 015 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM Cl116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING EARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 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: C.1. #11 AND SMALLER Y4" D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS - 1 Y:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, IN ACCORDANCE WITH NEC 210.50(G)l. I l l It1I;i 4;j 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.A. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: El. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 11T COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/W COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE ''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112" COX PLYWOOD OR 15132" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT.SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT, 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSITrPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF.BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2z6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. 121 11\mDIAI/-% 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2, PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE-2605.1 OF THE FBCR, 6TH EDITION (2017) a" , CONDENSATION LINES SHALL BE MINIMUM /, PVC (SCHEDULE 40), INSULATED WITH /f AMAFLEX. 3, CONDENSATION LINES SHALL BE MINIMUM'%" PVC (SCHEDULE 40), INSULATED WITH WAMAFLEX. 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. & 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 i. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH )5" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDIK BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS •- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE F8CR, 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 7.102.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT 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 Design Grou PILC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII ovvov0000� E 8 W E O STJBDIV. & LOT: OAKLAND LAKE (LOT 45) MODEL- 1833 F1833- 01 PROJECT#: R5025.045/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1 'JUN 2 5 ]$ATE: 6 /2 4 /19 SCALE: 1/4"=1'-0" SHEET G N OF' 1 �Ji G®ova,®. S1 -'Jeoo SECURE STRAP TO CONC. W/ (2 ) 3/16'4' TAPCONS 3 1/2' TI GONG. SLAB BIMP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) •Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x3&' STL, POLE ON 1/4'xb' DIA. BASF- (2) 1/2'xro' A-B- d BOLLARD DETAIL STUDOR } AUTO -VENT I �--2 r I 2'� I �-21 r t $TUDOR I 3' AUTO -VENT KITCHEN SINKS 2 I AUTO VENT i i r� I 2' ��2,2. 2-4 LA2' �� y 31 WASH 2' WS 2 I �2, 2, 2 WC 3' - 4' 3' 3 4' INWARD CLEAN -OUT EN •,� - rr •1-i• PLUMBING ISOMETRIC (SEWER) MODEL 1W3 RYAN HOMES r-VI-111111rMs 20 -0" 9' 8 4" `r PAVERS EDGE LINE PAVERS EDGE LINE L _j L� - Q 24"x24'xl2' CONC, FTG. O @ W/ (3) "5 REBARS EA. cp — 6' WAY ON CHAIRS MIN. 3' COVER (3-TYP) B TYP. Dl I\ -3 1/2' ■ as ■■■ on ■■ ■ ■ ■■ ■ ■ ■ � III — th �� 1 III 11 TUB/ ii I 1 I 11 SHWR. ii31'-9 (Zi "l ili il� 18'-3" I I o 1 1 C �_ J_ 3 1/2' GONG, REINFORCED r� ■ W/ Wxb'-1111.4 x WI.4 � Iy Y— ■ i _ ON 6-MIL POLY ETHYLENE I N DI VAPOR BARRIER ON TERMITE m TREATED WELL -COMPACTED N ■ GLEAN FILL \ °\111 41 F oL0'-0' FIN. ELEV. TYP. FIN. CONC. SLAB 21'_4" 7 1/2" -7' 10 1/2" 6 5'-5" 14' 3" ■ �v eo S ■ ■ I x I 3/4' A/Gy CONDENSATE Q S 1 1f° 11 II Ilia III :..l'l I ��` ' LINE JL I I `a LL =JJ ifllU`1 c1 � II ii ii L ==-� `o ■ 3 1/2' GONG. 6l ■ �.� _� _ I III i----r 7 C I SLAB 0 II Nt 7 r Pvc CHASE 11---- I 4' $ �" FOR ELEC. I I (I s WH I qi p ��oss� (COND.� \`--� m y ry II I ■ I I v i R - EXTEND I BOLLA M I P N n SLAB 1 1/2' 4 2'-I1" I ■ 8 6' 0" 23'-(o" 3'-2" 3'-3" 3' 5" l += D1 m 9A -6' RECESS SLAB DI I �p DI m m DI FOR PAVERS ct I 12'-4" I 9'-10" 24'x24'xl2' CONC. ■ I 30'x30'x12' GONG. I FTG. W/ (3) 5 No ■ FTG. W/ (3) 5 REBAR5 EA. WAY 8 I ON CHAIRS MIN. 3 1/2, ONG HRAIR$ MIR DI 3' COVER ---- —� L_— 3COVER -- CPAVERS) I/2 $ ■ ■ ■ ■ ■ ■ ■ ■ ■ z = — — — —b O ■ ■ ■ ■ PAVER EDGE v LINE 16'-8" r-n° '-0" 4'-0' '-0" 2'-3" 9'-0" 20'-6° 50' - 0" SCALE: 1/4 -- 1'-0' ELEVATION 'B' A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 J E 8 I� O L cc L SvsDIV. ae LOT: OAKLAND LAKE (LOT 45) MODEL 1833 F1833— 01 PROJECT#: R5025.045/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN 2 5 11 TE: 6/24/19 /,SCALE: 1/4"=1'—O" 1 SHEET I OF 0 11 V, r �ab� „ .. i 10'.011 S 1V'-811 12'-1" fl�l ■ ■■ ■■■ so m 0 ■ ■ ■■ ■ ■ ■ v 26'-2" co = 2C,'-10" <Y 31' - 51, r 32' -1011 38' - 11 11 ■ ;t 39'-T' ■ m 43'-5 N 4(l -711r ■ Q0 i N N N CO N N v v m m v ■ ■ v .. It ■ ■ ■ 5' -0" ■ ■ ■ ot INN 9'-311 N m1 m 61 Is 4■ ■ ■ ■ ■ ■ ■ ■ 1_011 ■ 31 12'-211 I1" 13'-C " 18'-loll i1 1C/ 19'-3" 20'-2" DOWEL PLAN SCALE: 1/4 = I'-0' ELEVATION W A R C H I T E C T S �) Design Gro u LLc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA M 0003325 r � o�vo0omom� SVBDIV. & LOT: OAKLAND LAKE (LOT 45) MO DEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHfFECT. STATE OF FLORIDA [JAJCjANTWELL ATE: 6/24/19 SCALE: 1/4"=1'-O" SHEET 2 OF u R�J�GoM 1J G00 o GpO�vGeE �G WALL LEGsENp V-8' BLK 5R3. SHEAR WALL 5E13MENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® 0 24' O.G. OVER FOIL 24' O.G. MAXIMUM, UN.O L0TT' S CONCRETE RD, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' 8/22-5-(IAl/!UL RECESSED L-IA 5'-10' 8/16-541AIKUL L-2 1'-8' 8/24-64ULIKOL L-3 11'-4' 8/28-S-(I)J/!1)L PRESTRESSED L-4 4'-6' 8/24-841 UKUL L-5 4'-6' 8/24-5-11iU/IIA.. L-6 V-4' 8/24-5-(UU/lIA L-6A 10'-6' 8/16-5-lIAJ/(lA L-6B 10'-6' 8/I6-S-lIAA/!1A_ L-6G 10'-6' 8/I6-S-(IA1/lIA_ L-1 1'-8' 8/24-S-(I)U/(DL L-8 4'-6' 8/24-5-()U/(I)L 4^3T=44109,679 LINTEL SCHEDULE L INTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' 6F22-I5/IT RECESSED L-IA 5'-10, 6FI6-15/IT L-2 1'-6' SF24-I5/IT L-3 I'I'-4' SF28-I5/IT PRESTRESSED L-4 4'-6' SF24-I5/IT L-5 4'-6' SF24-I5/IT L-6 V-4' SF24-I5/IT L-6A 10'-6' 8FI6-15/IT Il 10'-6' 5FI6-15/IT L-6C 10'-6' SFI6-113AT Il 10140' SFI6-I5/IT L-1 1'-6' SF24-I5/IT L-8 4'-6' 8F24-I5/IT L-1 (2)25-SH EGRESS L-6G L-6$ I I I I I I j LANAI (EPL) a' -a' CLG. L-6D I I L-6A I I L-ro L-5 — 8068 SrsD I EGRESS TEMP ONERS SUITE a'-8' CLG. 0 O< O.SUITE OBATH (AMA) -- I I I I 8'-8 IGLG. I GREAT ROOM a'-8' cw. --------------------- --------------- -r II II II oO O II I I R-- KITCHEN j I a'-8' CLG. LL - u BEDROOM 2 8'-8' CLG. III I I III ' I III I III FOYER 2-CAR GARAGE a' -a' CLG. DINING ROOM a' -a' cLG DEN (MAL) III O e'-e' CLG. III L-1 I I BEDROOM 3 8'-a' CLG. 25-SH — ENTR (2) 25-5H 16'-0' X 1'-0' OHGD ------- - - - - -- L -lA L-3 LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B' A R C H I T E C T S Desn C�oUPLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdeslgngroup. co m AA #: 0003325 �III'llllll �momovom� E V E O L SUBDIV. & LOT- OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT*: R5025.045/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA �ll1N 2 G',9 O DATE: "6/24/19 SCALE: 1/4"=1'-O" SHEET 3 OF, la Gp0 �uC';OGG SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS F9'PRFGAA711-1 MTFI A QAFF I nJ of (1 RB/FT) CCU^- GRAVITY OVERALL LINTEL LENGTH CE6-05 Wlc-m 6FI6-08 BF20-05 OR4-08 I BFLB-Oil PF32-OB (TYPE OF LNTEU B% @69 3119 also bbOT 8064 %CC IM51 2'-B' TO 3'-6' (PIECg4T> 2131 2151 3020 4880 6%I 1034 bs" i'-1' To 4'-0' (PRG49TJ I%6 2110 }931 3153 46T 5409 b224 4'-I' TO 4'-1' (PRECAST) lose%9 349 112D&I 1430 sla 2560 3123 36£6 4249 4'-1'TO V-4- (EPECA81) On We LID 1031 2050 2549 Ism 3410 B'-9'TO 5'-10'(PRECAST) 1062 M :,2111 34M 5031 MCI 4883 0061 a'-11- TO 6'-6' (PRECAST) we 011 IIA 2632 405 bass 3Is 3685 V-1- TO 1-6• (PRECADV T43 &99 15 2%4 34% 2810 33m2 1'-1' TO 9'-4' (PRCAeV 6B4 595 B90 1241 2C99 b11T _ 6392 ]I69 153E 9'-V 10 Is,.. (PREO46T) 475 als: b IB4b 1429.. 312 4026. 10'-t' TO II'-4' (PRECAST) 362 b6 640 B19 1b54 1654 2193 2905 4 I1.5' TO 12'-0' (FTECAaT) 331 ISE< 1F.3 _ `2805 � 'All 4'll 155 IRl5 la e e il< I1-1' TO IV-4' (MISCAST) 2% I I]H IB30 25 :IS 298, 3'-5' TO 14'-0' (PREGANT) 219- 36 16 N__ Y 1iT .63E NR yF NR NR. NR 1W-1- TO I4'4'(PRE9TRE99ED) NR NR . NR NR 1902 :248 1'R *'.R 25':l 112. NR VP, 14'-9' TO I6'-4- (PREITR%ED) NR F-Tl33 19 B �k. 1k 23im 253� NR--N� - NR NR NR 19'A'TO 11'-4'(PRBTR%EW NR 00 11e. 'Or NR 326 6eA �' IBa9 4011 NF N< nit N It'-9' To le' -a' (PRBiR39ED) NR 29 2 50 OD 5t r It I AL I ICI, N2. NI Nk N NR e'-5' TO 21'-4' CPR6TR%ED) NR 34Z 54". N¢ 245 114 NR NR I3`9 1466 11 M1R N4 N2 21'-B' To 22'-0' (PR0TR08ED1 NR IE9 y15 550 lee Ira 1 NR JR 'SE 13 9 yR R y \4 22' I' T024' ®' (PFYc6TRE86ED) 6R 119 35® 4ri9 654 °..F.4 'ML'n222 SAFE I nADS (I RS T) 9-PRECAST U-1_INTELS cAM-o"m UFI_I=T LATERAL OVERALL LNTEL LEINSTH r:'_- ' ^ F Fi 4 T H` s r 5`32 IT (TYPE OF LINTEL no 1569 a- T -ia 1 - EF}B xr S12 -&-s. 2r' BI10 BF6 FLMO TO 3'-6' (PRECAST) 1963 i '/-'S J'-5,F5-Ol' � 0 3' _0, 001 - 10" 1=4 Bat &-1- To 4'-0' (P'REOADT) 165 763 00, Rol Iple ( - II] TI 3a _ _ S^ 19 4 4'-1. TO u.' (PRECAST) ow 511 1015 4'-T TO W-4' (FRECABTJ 411 411 94H 5. c ,TIF -6' TO W-10' (PRECAST) 340 Sao 616 WEI,TO61-1'(PRCABD "l 14ID. � �- 901 THI 4W AT) TOT-b' (FIFO 9 ln 59_ Vx lib 4 , 424 B38 %3 T-1' To W-W (PRECAST) 'g, - 3% BI2 290 59t oem B»[ 1310 ". IE c 3 ) .4 I 9'-5'TO 10'-6°(PRECAST) 530 'll4 a36 6 5 6D1 1111, c Ira } I I lG .�. c I : 4e - - -ill 01 l60 4@I as 10'-1' D TO 11'-A- (FRECAB 452 IB4 II'-5'TO R'-O'(PRECAST) 944 4@2 131 }'-I' TO W-4' (PR£OAST) -z I 469 35 ISO 9 -. 501 _ 217 M4 Ile 19'4' TO 14'- O'(PRECABT) 334 1� 5 m ... l8 r-4} }05 293 100 I4'-1' TO 14'd' (FERSTR260E0) -yj 64i 'O IB IV+ U4 -T669 NR 204 91 14'-9' TO W-4' (PRE-8TRSOMI 259 63 B ' L�ls 40" awe 1 -- 6m 6 : 5'-S' TO 7-4' (PRESTRBBED) 0 - 111 NR oul 64 IT-5- TO W�4' I�VTRIESSI NR 14B 01 am I I T 22, a5= oil 1'.4• 9T % ) 19'-8' TO 2 (Fit R ED NR RD 41 21'-5' TO 22'-0' (PREBTRE 5 '� NR 116 40 _ NR 91 30 }}'-I' TO 24'-0' <PR .- STRE ) 3 A' PRFr, EAT Ill/9-RFC=S5 DO R U LINTE-5 SAFE L04D6 (L55/FT) w� CmRAVT OVERALL LINTEL LENGTH PlS a61m-a6 0?rW ap 04 15 05 F OP° 20BBR lr 0 (TTR OF I-Nma ) NO, 15 n49 OEwIQ-Ig DOSS 3 14 B 9480 BI"39-e -'349 arO IB 5 2 S 5 9Rf 6-9 'Ri n 6 V-W TO 4'.4- fPRE0A04 1635 L596 9065 2992 6639 be I ePkiO 4 4 94 05i5 'v3'J 4'-5' TO W-b' (FFRCA OT K94 910 IIIO nW Sc3 T a060 2B _'.! "2 0D'3 39z8 TO 51-B'(PRECA9D %6 959 W69 WEl NBg ��9s gm 4 i3 314 93 11. RECAST) V-9' TO 5`10.(P DOD E06E 4 T -- 1402 :4 BIOS l 60-- 9CI (W25 3R0 6048 TOfFRECAOL l9l TSB 1490 2459 3l I 5 4 9r19 l: 9 10 9 .3_ TO T-6' (PRCABD. 669 466 1 DID I li, b 1568 13 5143 1Y A9 B 40 10803 41 TO 9'-B' (PRSi 411 Dais 4'90 6691 "92b ')360 2 s3 5'PRECAST W/2"RECE55 DOOR U-LINTEL5 54FE LOADS (LBS/FT) UFFL IFT OVERALL LINTEL LENGTH BIS6-7 3 1 - i- liFN ov, (TYPE OP LINTEL '=2T FAFO HG T 6 6RF6 2T 1m o 1 BF 2 1T BF- 6 2T K ISRF 0 2T 'm BRJ6 6Eo F.'GT`R 9m5 S4 3'-6- TO 4'-4- (PRECAST) 205 26: 66 bm� i4E ' JOvE 2 l3 9 I 444E - I_S4m l90 lilt 11.4 4215 4 4'-5" t0 4'-b' (PRECAST) ---_ 694 893. 1013 W'I 604 6 22 r3l 5 9 6 + 3E l G 5 4215 _ '43 _ ^30. J911 6-5 4'-1- TO 5'- e'(PRCABTI a,126 r9l 6 285. 2 f., 33& _ � 5911 - 408 Nor 655 655 0 yI CAE 3286 lass 5'-9' TO V-10' (PRCABD Nm y 9 - I 174b .3 -9 o2 - -2T53 24.9 30} Sill 616 a'. 28T9 9529 5' -II' To 6'-a' (FRECAST) ImB@� 4i ,539 II 5 n" - ]4 26 IBj9 S' see TSB 464 506 6'-9' TO`T'-6' (FRCA9T) 59B UG4 y364 1'65 266 Isom m9' & 2.« .96G ass.-. nee ism 46z zBa 122, 1'-T' TO 9'-V (FRECA571 - 1g5 56P^ Im'I 1385 I ro, 206 x 4^zTm*q41T41f LINTEL SCHEDULE MATERIALS I, Pc V precast lintel = 4000 psi 2. Ira prestressed Ilntel in 60M pal 3. ercut per ASTM C416 Cg = 3000 psi W/ maximum 3/8 inch aggregate 4 8 to II Inch slump U. Concrete Masonry Units (CMU) per A67F1 DEC w/minimurl rat area compressive strength = 1500 poi 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or 5 GENERAL NOTES L Provide full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation of Ilntel must comply with the architectural and/or structural documents. 4. U-Lintels are nlanufaa'Gred with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for [Intel deflection information. 6. Bottom field added rebar to be located a the bottom of the Ilntel cavity. 1. 1/32' dlametUr wine stirrups are welded to the bottom. steel for mechanical anchorage. 8. Caat-In-place concrete may be provided in compoeite lintel in lieu of concrete masonry Wits. S. Safe load rating based on rational design Ana lyaiB per ACI 316 and ACI 530 10. The exterior surface of lintels installed in exterior concrete masonry "Ila shall have a coating of stucco applied in accordance with AST" C-296 or other approved coating. N. Lmtele loaded simultaneously with vertical (gravity or uplift) and horizontal (latai loads should be checked For the combined loading with the Following equation: Apnllad vertical load Applied horizontal load 91.0 Safe vertical load a Safe horizontal load 12, Additional lateral load ca aclt n be obtained by the designer by procan dddltional reinforced concrete masonry above. the lintel. See detail at right: 'm=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE I/2' CLR TYP 2) 5 REBAR s GR40 or GR60 TABLE No. ii SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LNTEL 6A''E LATERAL LOADS (PLF) io41 Legth T 'UPe DYE' PLAN WNW SOLID 2'-10• Recut INS 3564 3'-1. Precet Ilse 2316 4'-1' Prret N4 W14 4'-6• Freak 638 lib& 4-V Prcuit Bill IW3 W.4' I Prxaet 666 13% 5'-�' Fracut 54B loo 6114' Frocot 654 1364 b'-6' P,.k 611 17M 6'-0' Ramat 519 Wn 1'-6' Preset K6 so 1'-1. Precet 95 SU B'-s' Raoaet 381 aN 8'-4' 1 ac It 354 145 9'-4' Prxaet 711 IN is Ramat IN 453 5'-4' Ramat IN &20 2'?,' Recat W4 549 12-b' Recast N3 504 13.4' Pxet IW CLOT 14'-0' Recut 99 DST 4.8' P'e too.d NA 341 15'-4' Ret ilsd NA INIT'-4' Ra4aeed NA 315 grit eed NA n6 20'.0' Pretreeead NA 69 214' Fre'mn'aci NA DI 22 4' Retramd NA '120 24'0 ftm a sd NA 93 NR - Not Rs.anded LINTEL SAFE LATlRAL LOAD6 (FUR Teel Lagm Type B' DOOR HEADER PLAIN B' DOOR HEADER SOLID Proust ins 201 4'-0' Retool 950. 1611 4' -1' Roc eat %I Sail 4' -I' Recee! 10 1306 4' -V Pecut 659 Ills 5'-8' Pnceal 650 1111 6'-1. Recut 50A 564 11-1. R®cot 411 181 Prone, 366 664 Ramat 166 535 L0TT' S CONCRETE P.O. Box 771255 WINTER GARDEN, FL 34777 PP (An7) F.riA P11P SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch ' 1. For composite Intel heights not shown, f Omp09 OBI ght 9 Wn, U68 safe U3K0 r 11 •� U11W r (n , ,♦ Exception; Safe loads for unfilled nominal bearing, E 9 P load from next lower height shown. g � � �.J lSJ III must be reduced by 20 o if bearing length Is e. For lintels lengths not shown, use safe load from u w .lass than 6 1/2 Inches. next longest length shown ivy 2. NR = Not Rated T. All safe loads in Wits of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe load& based on simply supported 4. Safe loads based on. grade 40 or grade 60 field span. 1' 1$' rebar. . - I. The number in the the parenthesis Indicates the 5. 0. wl rebar may be aub5tltuted for two 45 rebars percent reduction for grads 40 field added #5/(0) #5 8/6-S-(1) #5/(0) in 8' lintels onl y r Faber. Exempla Ntype 8F32-IB ears ,$,/8-S-0) 95 6. The designer may evaluate concentrated loede gravity load 6412 6412na, W/ w/ 15% reduction 6412 from the safe load tables by calculating the (.85) = 5501 plf maximum resisting moment and shear at d-away From race or suppor 6 NOMINAL WIDTH/HEIGHT OF LINTEL F - PLAIN OR SOLID LINTEL TYPE DESIGNATION 5 REBAR AT TOP MIN .())REQ'D �16-P_# U/ 4/. 8 / V 'ir "' 1-1/2, CLEAR F .FILLED WITH GROUT / u = UNFILLED No, OF ADDITIONAL #5 BARS IN UPPER r9QUANTITY OF -5 REBAR AT BOTTOM OF LINTEL CAVITY Q i ; orw. OR LOWER LINTEL CAVITY IS/IT r�RouT - Z QUANTITY OF 45 iF, REBAR AT BOTTOM REBAR AT TOP LNOMINAL 0 • OF LINTEL CAVITY HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 1-5/e'ACTUAL PROVIDED IN LINTEL (VARIES) GENERAL NOTES: 6' NOMINAL WIDTH L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 Fk& 6 11, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS Si14 2101. I.'x, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4: AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: " 2.1.1. PRE -OAST W/STANDARD REINFORCEMENT-4000 P51 2.112.. PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.11. GROUT PER ASTM C416 - 3000 P51 W/ MAk. 3/5' AGGREGATE, V TO R' SLUMP. 21, REINFORCING BARS: 21.1. 6TEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&S (GRADE &0) 212. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TY1 A615 (GRADE 40). 2.3: PRE -STRESSED STRANDS ASTM A416 I -WIRE, 8TRE55 RELIEVED 210 K51 2A, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LMTEL LENGTH CLEAR SPAN LNTELTYPE LINTEL STEEL UFILLED GRAVITY CAPACITY IIAL aAU GRAVITT CAPACITY (IAL (TAU LPLFT CAPACITY IAL (1.351J UPLIFT CAPACITY (I)SL DAL D01TGf1 BAR TOP BAR GRAVITY CAPAARY 2'-I0, L-V PRECAST ()2 Oil 4245 Tom TBm9 ONS 10o00 S-V 1'-2' PRECAST (2 V (2)5. 2415 Nor Bar 485 48S 4' -V 2'-V PREOA57 (2)2 0A I183 2111 1 1 33M 33% 4' -V V.2' PRECA67 (2)2 (2)ry 1343 2165 2165 2608 26M 4 B V.A PRECAST (2)'2 !Cry I232 2011 ton 2421 2421 5 4 4.0• RECAST 5 Woo 1651 %I 510 41-6. RECAST (2)9 WS FE)1 %m 1423 1423 120 410 2110 1609 11.1. 5.21 RECAST (2) `4 !U5 110 1232 ISO 140E 6 & PRECAST Y2)V R31 1121b0 13% 6-e B-1' PRECAST (2)4 eVn 652 510 II84 IIso IN all WBI 1-6' W-4' b'-2' PRECAST (D4 0)9 !DR 5t0 991 991 B25 ION 10B] T.8' W-4' RECAST (2)4 (2)9 551 DID 9% 184 1041 6'-8' PRECAST CV4 C,in 518 901 902 1R 9% 8'4 T.O. PECIS (1)4 (2)R 4% %I 111 649 er V.4' 1'-0' PfECA6T (2)4 (2)2 46 126 R& 499 lA Im'-6' V-2' PRECAST 0)4 (2)5 354 616 bib NO 613 I1-4- 10'.0' PRECAST ms W15 315 %1 561 311 1 60F D.O. 101-5' PRECAST Me (D 5 20W N5 525 211 ED @'-W 11'-2' PRECAST Me (1)9 21n 49b 4% 251 112 W-4' 12'-0' PRECAE (2)5 MS 255 4% 458 214 447 14•-0' I2-8. PRECAST (As (2) 9 239 430 430 ISO 395 14'-F 13'-4- PRESTRESSED M 4 (2) 5. NR AD 418 230 446 15'-4• 14'-0' PRESTEMED (2)4 (D5 NR. 319 DID 210 401 T-4- 16'-0' FR6TR AND (214 1219 NR. 28B 288 163 311 19'-4' I6-0' PRE6TRE%E (D 5 !L 9 NR. 114 224 131 254 20'-0' IB'-B' FR51RE%ED 1115 111 g NR. 20l 101 12] 231 11'-4' 10'-0' Fr€SlT$B%D fL5 f119 NR ITT nl 101 In 2T-0' 10'-B' ZiTZ`%ED (11SS !2)9 NR Ib4 W4 1W is 7450' 1T-B' FEert868ED (115 (2)9 KR IN 62 84 163 RLa1Yi NNHIN1T3 TABIF R , REINFORCING SCHEDULE & o_CAD CAPACITIES SAFE WARNING LOADS (PLF) 8" X 16" COMP22$1TE LINTELS LMTEI. LE14111-1 CLEAR arm LINTEL TYPE LMTEL STEEL .GRAVITY CAPACITY (CAL NAU all CAPACITY (IAL (TAU UPLIFT CAPACIT( (IAL (IAII UP.IP CAPACITY i AL (2AU W70M BAR TOP BAR 1-0 -b' G. J2 0mm I0000 10Co0 3.6' 2,1' PRECAST (2)2 I (1)2 DWI COCO 10000 1D000 A-V 1'-1. CASt (Dry I (1) 4261 10000 5139 am 4'-6' 3'41 PRECAST (2)9 1(2 Baia 5161 6592 mod, 4'-8° 3'4' PRECAST (2 ry (3 1 2944 6414 6049 10900 W-4' 4'-0' PRECAST O)9 4B13 6431 KIT 1041 510 FEW FRESAN (2)9 I mv 3913 5OI5 'Dow 5430 6 4 5.0 PRECAST (D'4 ( ) ] 2 411E 4119 7991 KI b b 6.2 PRECAST (2)'4 (2)1 3934 3934 7BW 6.8 5-4 PRECAST (2)1 SLH 3r11 2653 111 3919 1-6. 6-1 CAST M-4 (D'4 19n 132 30b0 1 B' 6 4' PRECAST 0)2 (2)1 21% n no 114 2931 6'-B' PRECAST M-4 2381 7%I 2102 W-0' B'-4' 1'-1' CAST W-4 (2)'4 (D2 0)1 139E 13% 1600 I' 2506 9'-4' B'-ID' PRECAST r2Y4 (212 1%9 I%9 Ras 1055 9'-2' CAST (])-4 (]1 1611 1621 961 1695 II'-4' 10'-0' FRECAST WS (11 EN 1as 1% 1504 1'-0' lo'-8' CAST (2)5 fsl 1535 Ma OF DOS II'-6' II'-T Psi IV Dan 957 634 250 344' 12'-0' PRECAST WS (2) 114 IIK 5is 1129 A-O' @'-B' PEl Ms (21 1Ci ma A% 1011 FRE$T'RE%ED O4 (D 1415 14% 481 sM F ESTRENE) (2) 4 M 1 1291 ill 4n 623 1T-4' 1V-0' PES D (Y14 O 993 325 IB'-0 FRE&1RE%ET) (115 (2) 9 70 Too 260 IB'-8' FREBmEB6ED (2)5 M5 (D T29 in 9 143 2@-0' PRESTFE88ED (2) 63 24 :41S_ 22'-C• 204' FE81R£ ED (D9 2) 1 2W 24.0' 21'-B' PFEBIIE%ED (1)5 (D 48t 481 1a, TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR $PAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (CAL (TAU GRAVITY CAPACITY (IAL (TAU UPLIFT CAPACITY (IAL (TAU UPLIFT CAPACITY IML WIN BOTTOM BAR TOP BAR qA 00@ 3.V 2'4' PRECAST (12 (2)9 1sub 0AW T=- WF0 4'-0' 1'-8' PRECAST (2)9 (2)ry 5503 1DOW boos 10900 4'-6' V.2' PRECAST (2)n (2)5 4142 MW 041 WOOD 4-B X-C Fill (D9 (2)5 51W W00m ROD b00p 5-4. 4'-0' RECAST (2)B (2)9 6239 10000 St% Ci 5-W 4'-6' .RECAST Ms (2)'1 5O16 etas 4661 1244 & J V' w PRECAST (2)"1 1 5 6152 6152 3%F 1147 all5'-1' PRECAST aL4 Tv IF- 625o 6250 9645 659E 6 B 5'-4' FRaOeT (2/4 (1 R 5016 N& 3441 6R4 t6d 6'4' PRECAST OFF 4312 4312 2N& 4b09 T-8 b'-4' CAST (1)4 4099 AND i5PB 4m 8.V b'-B' GABT OR (2)ry 3130 31V Aw145 I.'-0' FRECABT CR04 3420 3420 9D13 B'-O' PRECAST (2)4 2134 2134 16m 9'-1' 45T 2)"1 12)5 2211 nil 12DII410'-0` FiRai (D5 (D le54 195a 03R'-O' '-B' PECAST Ms C)5 Ills 1115 910R'-6'II'-T PECAST (D5 (D5 1661 1661 838W'-4' R'-0.MISCAST (2)5 (1)g 15w Bar iB4.0' p-B' PRECAST (1)5 9 1399 13W 6%14.0' 131.4' PRESTRESSED (2P4 (1)9 IDID IN3 Sal6.4' N-O' PISUIl D (2)4 1)5 I124 I1"24 ER& 4 W-0' PRE6TRE60ED (ll4 (D5 193013W 4"B-d'PE$TRE$%D 2) f 5 (3 b53 1053 334@ 0' IB 8' PE81R88ED 11)5 !D9 919 9 31210'-0'PR£ %1 7T311.0 20-B' FIRE81RE6&ED (D5 (2) l91 "1 25114-0 1-B• 8 $BED (315 659 659 215 TABLE_ No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STOLE GRAVTY CAPACITY FOAL (IAU GRAVITY C4PACITr (IAL (TAU UPLIFT CAPACITY (ALL (TAU UPLIFT CAPACITY (AL (2AU BOTTOM BAR TOP BAR 2'-It -b PRECAST f2)n f1) 1=0 Cast oaw- 3141 D11' PRECAST Mn M)9 Iasi also IC0@0 com 4.0' ]'-B• PlacA6i (2)n (2)9 &PRI le0C9 Call Veto 4'-6' 3' -T PRECAST (DR Mt W14 10000 Kant Im9¢0 4 81 3' -4' PRE0497 (D9 dt 4658 COOD, %19 DOW 51=41 4' -V PRECAST M 5 (1) 5 1656 10000 loo WOOD 5 W 4',1' Fe T FOoi try 6231 lam 51% m m 6 m4q 5-0' PRECAST (1Y4 (Dry alm IO = 4154 940 6 6 5-T PRECAST eO4 (1)Me INS CM 4481 8913 6 B 5-A PRECAST M-4 (1)V all 940T 4231 M20 F6 6-2' 1 PRECAST (D'4 (2)5 Nos 646 3241 6411 1 B b'-4' 1 PRECAST M-4 III t mo 6024 Does 663 6'-B' I P E C48T a)-4 ) 5%1 NO 1503 5593 6'-4' T10' PRECAST (2?4 (Dry 4891 AW1 25E 5030 PRECAST (2)'4 3126 3126 9B] Ise, m'`6' 512' PRECAST (2) '1 tDn 20 2931 $20 3025 WLo' PRECAST M5 72) 2%3 2653 09 26N 01e' PREC46T a)5 eOs 230E Dom 10 2291 R'-b' II'-T PRECAST 12)5 q)g 2141 2141 VC DORI 1D-4' R'-0' PRECAST (2)5 (})g db 1W6 %I Wil 14 m° IT-B' PRELAN (2)5 R)9 ITS ITS 191 W% I4 6 13.4' PREBTRE%ED W-4 (y5 234E 134E 683 1283 15 d 4-0' PRNRE96ED (V 14 (2)9 (2)5 (llg 2136 1136 6% ITS 1144 16-0' PRESTRESSED W4 1650 Now 464 Va 194 W0' 6 PRE (2)5 30 12B DTI 735 21- 0 TEED PRESTRE%ED 119 11E 341 6% 21-4 2 - 20.0' PRE9IRE%ED fD9 Out e2)9 - !s)g Im61 1 304 60 71.0 ]0 0' ED FRURIEN !2)9 9B4 994 2 5 DO 14.0 21- FFEBIRE%ED (DE M (219 624 B24 239 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR $PAN LINTEL TTPE LINTEL STEEL GRAVITY CAPACITY lOAL (TAU GRAVITY CAPACITY (IAL (115V UPLIFT CAPACITY fIAL (IAJ UPLFT CAPACITY (IAL R)r1J BOTTOM BAR TOP BAR 8T (2 9 2 2 0961 3-6 1-7 PRECAST 6Nn bass, tilcl Coca 4-0 -B' FRECAU (2Iry CO2 boat - Coca 04' 3.1' CAST (2)9 !Dry boar 1000m WOOD 44 34' Mal (On (2)5 55M 1000E Deal, ImACD 5.4 4.0' FREGAVT IV Gary 9017 IZ188 8355 Wims 9 W' 44' PRECAST IV Dry 13B1 1I base 100D0 6 4' T (2)N WOOD Islas 56a b b a.1. PRECAST (2)4 0)5 (V) Is100 10000 V-1' 1#CAST %3B Son 10000 Sol5sa,- SOtI boss I-VS'-4' t-6' 6'-1' PRECAST WV (2)4 GO5 (115 1 1408 9%l 3948 1693 6.0 PfEt46IF f2)4 toe4 %61 04Y VH 6b' PEWT 1114 (2)5 (2)R 6419 18 T691 3928 666 666t B'K' -14Y FRINNT (7)4 (2)4 5%4 b933 SHE SCSI T (A r4 (1) 4 4%1 5066 23N 4145 10 6 9'-1' RECAST 02 14 (2)n 3526 561 1 3663 II 4 W' -0' PRECAST MS (2) 9 loss NW Wl R O 0L8' PRECAST (2)5 ( 9 2930 2938 B36 2133 IP 6 II-2. PRECAST (D5 (2)9 1 FW 11I8 IF 2499 13 4 R-0' PRECAST Ws WB 24W 2416 1099 1WB 14.0 11.8' PRECA3T IDS W 9 1216 21W W7 1941 4-e 13.4' PE9TTE%ED lD4 2811 2611 T16 1431 6 4 W-0' PR6TRESNC (21'4 (2) 1&1% 26W 663 159 11.4 D.O. PRESTRESSED (PPG (D5 2013 2025 516 1022 19.4 16 PRESIRE%ED (D5 (D9 W01 IbOT 413 BW 1m 0' IB'-B' PRE&iRE99ED WS (D 5 14% Id% 3B5 l63 11 d ?0•'-0' FRE81RE%ET) fD5 (D9 130E DOEDoe 669 21.0 2s-e' FR9TRBBEp (115 (2) 122 1122 311 62S 24-0 72-0 R)5 (119 WI4 10ta I66 5A TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 5" LINTELS LNTEL LENGTH CLEAR SPAN UNTELTYPE LNTEL STEEL FLAN GRAVITY CAPACnY FOAL 0A.1 GRAVITY CAPAGITY a AL rAU UPLIP CAPACITY NAL OA5 LPIIFr CNSACITY PAL (2AJ - 50II01 am TOP BAR GRAVITY CARACTEF 3'-6' 2-Y PREfAST (D2 () 513 W65 I%5 26B0 ]400 4.V 1.8' PECABT (2)1 Oil 131 925 141E Wb3 DO 4 6 3.1' RECAST (D 819 1151 1151 489 I'm 1,1 3-4' PRECAST !)n (Dry SOD IOB 1001 13% 13% 5 4 A-O' PRECAST (2 2) 2 0a 93Fi 990 1114 5-W 4' -V PECAST 0D9 (Dry all 869 am IN Bob 6 4 5'-1. PRECAST O 4 (Dry TN 1 F 70 115 IN 11.1.5 Y PRECAST 418 119 Too NO 6 B 5-4' PRECAST 2) 458 as 693 b% ISO 1-6' 6-2' PRECAST 1 (2)4 0)5 301 No 5% 525 %1 l 6' 6-4' PRECAST AV 2 TIE 568 56B 499 641 B 0' 6-V CAST !2 4 (Dry %3 6% 5% 452 ails PRECAET ! 2 334 50R 501 411 516 I -A B V CA5T (2)9 206 435 4% 3W 4% 10 v 9 7 RECAST (2) n 245 1 311 312 239 433 11.4. 0-0' CAST (D5 0)S 10, 345 Us, M 3% 114' W-W PRECAST 2 (2)5 102 2W 282 R3 L13 R-b' III' MC46T (D5 W 243 2Q 61 2% 13.4 Rt0 FECAST (2)5 51 W 6i WD !% N -B PECAST MS a6 0 W 109 aT TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LMTEL ENGTH CLEAR &PAN UNTIL TYPE LNTEL STEEL t6FIU.ED GRAVITY CAPACITY GRAVITY CAPACITY (IA1.(00% GRAv11Y CAPACITY ill(IAJ WEFT CAPACITY (IAL(115J .1PGFT CAPACITY (105L(2AU BOTTOM BAR TOPSAR 3 -B' 2 -4' PRE 2 1360 9 M 34 I-B' RECAST (2)2 (Dry 1131 N76 145 w I%3 4'-v 110' PREOA5T (2)9 (ll5 1042 B20 1320 ❑1 115 4-4' 3'-0' PIECA61 (2)9 (2)ry %3 230 1230 No 15% CAST (Dry (Dry Pot imi be B% Nos 5i WD (1)ry 5% 846 bus local loll CAST W-4 (1)9 466 653 633 NO 1% TAP V-4' PECAST (D e4 (Dry 375 Na also 4" 641 B'-V T-4' PRECAST CO'I (DR Bib do 400 315 Duo PRECAST (2)4 (Dry 273 45 45 AI 4M 24. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1; DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AOI 530-08. 32_ MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSI. 3:a: MORTAR SHALL BE TYPE S. 4. @TRUCTJRAL: 4.1; SAFE LOAD VALUES ARE BASED ON LINTEL5 HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING COPE RESIDENTIAL, 6714 EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 1) #5 CONTINUOUS (1) #5 CONTINUOUS "r 8"X16" KNOCKOUT BLOCK �9 313, B "X16" KNOCKOUT BLOCK -" •% j000 PSI GROUT - IN FIELD) 6•.- I P GROUT a �1 (PLACED (LACED IN FIELD) H• " TOP BARS: I�w •' " TOP BARS: :y SEE SCHEDULE r :�• SEE SCHEDULE I6 1 g 18 A (1) Q5 CONTINUOUS _ ' • (1) #5 CONTINUOUS 4 ' 7/32" STIRRUPS AT 4'-0- cc 77//332" STIRRUPS AT 4'-0" cc (TIED OR WELDED) .y(p sal (hED OR WELDED) BOTTOM BAR r m BOTTOM BARS SEE SCHEDULE (PRECAST) SEE. SCHEDULE 8/16-S-(1) #5/(1) #5 PRECAST (2) STRANDS 7/16"-- 7 WARE STRESS RELIEVED 270ks1 PRESTRESSED CABLE 8/16-S-(1) #8/(1) #5 PRESTRESSED 011 3, 8/20- -(1) #5/0) #5 8/24-S-0) 45/(1) 0 3I?' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LMTEL LENGTH CLEAR 6PAN LINTEL TYPE LINT€L STEEL GRAvrY CAPACITY FOAL OAU GRAVITY CAPACITY (IAL OAU UPLIFT CAPACITY flAL (IAL UPLIFT CAPACITY 05L OM EDTTLM BAR TOP BAR 1- -B 1 PRECAST (D9 )ry woo W000 10009 m Y 6' .. 2.2' 1 FRCASi Raab 10000 mW IONIC Di d 0` 2'4r F FRONET (D2 (2)9 9213 'b000 10000 1000 4-6' 302 PRECAST MT (2)ry 61WO W000 loops moo 4.V 3-4' 1 FRECAR (2)1 (2)ry 6364 m000 mote b000 5.4' 4.0' PRECAST WB (2)ry WDmm WOl® %.9 b000 5 W'" 4.1. PRECAST nO5 (Dry 0 mW0ms 7876 WOOD 5". PRECAST (2)V. (1)ry W0s0 WOtO 6519 W00m 6'-6' 5'-}' T (2)4 WIDOO W0� SIBS 10000 FREC49i (2)4 OF W0@C Ca00 %11 1b0 t-6' 6'-1' PRECAST (D 4 (1) 9 %BI 0000 4465 nib F-8' B-4' PRECAST T2)4 (119 Bni 10000 4240 B.0. PRECAST 14% 3%3 1121 Faso BH' 1.0' PRECAST M (2)5 WAD COCO 356 506o 9-4' W.O. PRECAST (2)4 "1 (2)ry 52W 5193 69% 217E 5501 9.2' PRECAST (i)4 - (2)ry 4221 1094 4248 11-4 II-4' -0' AFT (Vs (2)5 401 4111 1163 3110 A6 (2)9 3111 54I%V 34U 1A II 1' PECAST G95 O9 34R 34p INI 1899 2eTo B-4' 111. PRECAST 0)5 (2)9 25Wmi 2131 118 25I6 '14-0' 0' PRECAST Ms (D5 (y9 ]131 Iii 2260 N-6' I B-4' PRB (D4 (y ry. (Dry (I)ry 9]DI 32a 194E 22W 3231 2N5 22W T49 60 532 484 Ne 1055 15.4' U-0' PRS�rE58ED (D4 15'4' STRESSED C04 IB-O' PRNRRNEED !2)5 (119 IBI3 426 84 -0' 20' S-8' PRESIRE%ED f1)5 (1)g % 1 21'-4' 20'-1 PRESiREBaED f2)5 (719 4T3 NF 91 Is'-0'- 20'-0' BIRE%FD t7)5: f119 I 6 ESi PfE98ED (1>4 (1)9 114] 1141 2T4 4 TABLE No. 8 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) - B" X 14" COMPOSITE LINTELS UNTIL. XNETH - CLEAR BAN }BITE. TYPE LINTEL STEEL GRANTI' CAPAdTY (Oft (IAL el 5014 3651 2141 S5 4111 39d4 B038 1%I 21'e 1108 I%T 182E 1511 GRAVITY CAPACITY (IAL NAG 1 m00o IMF 6231 44n 3%4 3036 2881 2138 21W 2108 1551 M25 6n UPLIFT CAPACITY (AL(AU memo 1K0 5612 NBC 3169 3065 2539 2393 0259 PIS 1645 AU 1363 1054 UPLIR CAPACITY (IAL.(2^11 low4 10000 428 l2W 4930 3%5 3215 3046 2%6 25m 226 2058 aW ml earFor BAR TOP BAR () 1 (Dry (2)5 (2) (2)9 (2)9 (D5 (Dry (Al r 2'-T PRECAST (DC -0' 7-B' PRECAST (D2 4.6' 3-]' T WD 3-4' PRECAST Wn 5-4' 4'-0' PREWST (05 5-Ira' 4-b' P.EG49i fD9 5.0' PRECAST fD4 - 5-Y PRECAST !1)4 6L0 5.4' CAST (2)4 16' B-0' b-1. 6-4' b-B' PRECAST EllR T PRECAST 1114 (2)4 - (11V BA' , 9.4' T-0' B-O' PECA9T FRLAST (ll4 (ll4 LAST Mm - (1)5 R65 1265 001 ON CAST IVA 105 113E 618 I51 Ili PRECAST (A5 (Dg O'l 1041 5% Cal 12.". II-02. PRECAST (ll5 9% 9% 541 W11 19.4' R-0' PRECAST (7)5 (1)9 S02 90i 935. N-0' R'-B' PRECAST (1)5 (D9 %1 U2 414 8% TABLE No. 10 REINFORCING SCHEDULE &LOAD CAPACITIES - SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LMTEL TH CLEAR La1T3 TYPE SPAN DIMEtIEEL GRAVITY CAPACITY (CAL MAJ GRAVITY CAPACITY lIAL (Inu UPLIFT CAPACITY (I)x NAJ UPLIFT CAPACITY (IAL UAU BOTOg1 BAR cop 6AR 34 T.a' PRE T (2) 1 AND 0 9 B FRECAST F2}2 Mn %61 P"" Coca 4 2' _ 2'.10' Ft&LABi Falb (2)2 3306 %56 6743 6 4- -- 3' 0' PRECAST - (2)2 _ (Dry '005 6139 9%6 4 8' 3-4' FFMCA9T (D2 0)ry 2519 6231 550 7I6 5-8' 4'-4' FRECA9T a)13 ] ry 3514 %0 3211 i042 6-6' 5'-4' A51 OD4 71% 038 21K 289E T-1. 6'-`f PRECAST G)V 2W8 210a 1645 22M RECAST WN ) ND 1I0 Rol WS B'-4' PRECAST iDV 1 BID IUb 914 150E 3R. 8/14-S-0) #5/(1) #5 3J' °"Tee 3 13/16- 3a' A R C H I T E C T S Desi n 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 I- �ommv■omom� SUBMV. t& LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833- 01 PROJECT*: R5025.045/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP" C ARCHITECT STATE OF FLORIDA WN 2019 3 13/I6' DYE: 6 / 2 4 / 19 CALE: 1/4"=1'-0" 3-(1) ds/(LCt) 0 SHEET 3.1 to REV` GOM��q���� G Go 91 ' a- 160 SQ.FT. CALC.'S 1ST FLR. LIVING. 1,533 $0. FT. TOTAL LIVING ENTRY LANAI GARAGE 1,533 22 200 411 SQ. FT. SQ, FT. SQ. FT. SQ. FT. TOTAL 2,466 SQ. FT, CUBIC VOLUME LIVING 15,134-1 SQ, FT. ...... .... NON-BRG.WALL AND CLAMM WIND LOADS BASIC WIND EXPO8UN9 FOR 3 SECOND GUSTS CALL • SIZE ZONE160 MPH WIND FOOTAGE DESIGNATION WIDTH WIDTH HEIGHT I 22 3068 DR 40' 80' 4 213 / -30.4 2 33 (2) 25-SH 16' (03, 4 30.81 / -39b0 3 112 Ib -0, x -0' 192' 84' 5 25.91 / -3139 OWID 4 11 25-SH 38, 63, 4 29b5 / -3220 EGRESS 5 11 25-SH 38' (03, 4 29b5 / -3881 EGRESS/TEMP. 6 54 80b8 SGD 98' 80' 4 2132 / -29M 1 33 (2) 25-SH 15 1/8' 63 1/4' 5 2830 / -36.18 EGRESS 8 11 25-SH 38, (03, 4 3231 / -3521 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA5D=124 MPH B. INTERNAL PRESSURE COEFFICENT=+,I8 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS a CLADDING PRESSURE ARE BASED ON THE Vul! DESIGN WIND SPEED, FBCR 6TH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x4 U " 4 1/2 2'-0I TOP - e 16, OG. CABINET SECTION WUAImreliw 20'-0" ll IS'-3" a g 0 all/I g1_011 8 i; I I I I I I 3'-1" 3'-0" 2'-4" 5" Cl 0' I LANAI I °' I IEPL) I 20'-O'X10'-O' 1 O (2)25-SH I O I O EGRESS EGRESS EGRES — — — — S — — 2�68 SCsP I TEMP I TUB/ = I 61 H5. SHOWER HEAD SHU R °� m ® b'-8' AFF. BEDROOM 2 10'-1' x II'-2' ? Q J42- OWNER'S SUITEBATHa'C12'-b' x Ib'-b' a' -a' cLG. GREAT ROOMa'-a,CLG.R/T. c1'-0" 2'-4" 4'-0" 5'-2" 0" m all I� 3'-S" 2'-5" 2'-11" 10'-31, C = x C R/r BEDROOM 3 4 C q 10'-0' x 12'-9' R/T — — Tic — — — Z> �. Ctrm'@II m = 1 cv I I nil I I z'-10" LAUN � III H q r 48' HIGH 4' -z" IR_1SH 1 1" 8' 11 ° °a O QI I; I a m 61 d KNEEWALL i 21 S o •• I O It61 ! I 0 w/CAP— O.SUITE i e _ I i 3'-10' I M.T. �- I 1i1 I r BATH _ _ (AMA) RR c I KITCHEN v 11 a' -a' cLG _� 1 I I 6i a'-e' CLG. I I }; 8 m > WIC i L— 4 ii pla BOLLA UUWJ4 um COND. a' -a' cLG. 1 I I u ry SOx3 i v ? = AD OUT r — — — l m — — — _ J a �? WALL IR-ISH HFgp ®1'_ ' `" 12' AFF. L _ 22xyo ATTIC 1 0„ 6 0„ i _� III Aul 5'-4" I 0'-lm" z 6 -8° -4" 0'-10° AccEss III I I L—SWOWER HEAD ® b'-s' APR°III �,I i 2—CAR GARAGE @ �? I I I FOYER ®I I �a? a 20G ELECTRICAL �' a' -a' cLG. DINING ROOM m DEN III cq, I 10'-6'xll'-9' PANEL m IMAU Till II WI I s'-e' cLG. PAD -OUT 12'-2'xI2'-1' C III RUT I M. STRUCK BLOCK s GARAGE WALL S 68 O O 25 SH O B. — — — le-0' X 1'-0' FKxD C, PNTPV — — — — — — — — — — — — — — — — — 5'-II' 5'-II' -0" 4'-S" '-0" 4'-/0" 4'-6" i2'-3" 16'-0" 2'-3" II'-10" 9' 0" 20'-6° 50'-0" fr FLU'R PLAN SCALE: 1/4 = I'-0' ELEVATION '5' BM BM A R C H I T E C T S ��. LONGWOOD, FL 32750 �• V PH: 407-774-6078 FAX:407-774-4078 www.abd esigngro u p.com AA #: 0003325 r � ��o�momamom� E 8 O cc SUHDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833— 01 1PROJECT#: R5025.045/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHR'ECT: STATE OF FLORIDA 25 ATE: 6 /2 4 /19 SCALE: 1 /4"=1' — 0" SHEET 4 OF 10 �p F®Ncf- aEv�� o'MPvxuN� 1515 occ A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www. abdesigngro u p.co m AA #: 0003325 �IIIII"'ll �m00��000J sUSDIV. 8e LOT: OAKLAND LAKE (LOT 45) MO DEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA "K ', r ATE: 6/24/19 SCALE: 1/4"=1' - O" SHEET 5 OF j 0 w a ooq aCytw CONNECTOR S C I I Z TT U L CONTROL DATE O'-V-15 { SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16.15 1400 (l) 10d x I IR" -PLY, (6) 166 2-PLY, CUSP: (10) I" X I IR' - NO I6d OPTION) (2) META-16 1965 (2) HTA 16-18 2500 (10) led x 1 In'I-PLY, (USP, (10) led x I IR') 1900 (14) I6d 2-PLY (USP: NO Ibd OPTION) HETA-16 ISO PTA 16 IBIS (9) led x I IR' I -PLY, (a) I66 2-PLY USP: (10) led x I Ili', NO 16d OPTION HETA-20 Ib10 HTA 20 1615 (9) led x I IR' I -PLY, (5) 16d 2-PLY USP: (10) 10d x I In'. NO Ibd OPTION } (2) HET4-2 2035 (2) HT4-20 BID (10) led x I In' I -PLY U5P: (10) led x I In, 2500 (12)16d 2-PLY (USP: NO I6d OPTION) z LGT-2 1150 _UGT2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) led U) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 <IB) - 10d x I I/2, I PLY Q MGT 3565 MUGT T 4000 (U 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (U8P1(25) i0d TO WOOD) 4GT-2 10980 HUGT-2 9365 (2) 3/4' ATR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (IS) led TO WOOD (USP, WOOp (8) 10d) HG7-3 10530 HUGT-3 I9365 (2) 3/4' ATR N HIGH STRENGTH EPDXY (MIN. IT EMBED), (16) led TO WOOD NSP: WOOD (S) 10d) LGT3-5D525 3265 LUGT-3 5330 (12) SDS 1/4'x2 In' TO GIRDER (4) 3/5' x 5- TITEN HD TO WALL (USP: COI,l (4) 3/B' X 5- (LEDGE BOLT, WOOD (12) W525 L-A2 !210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) led x I-IR' (USP, (10) led x I IR' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (V B/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. IT EMBED), (*)-Si I/4'X3' TO WOOD <VGT 2 7185 NO USP CONVERSION FOR SIMPSON (2) VGT> (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN IT EMBED), (32YSD0 I/4'X3' / 2 PLY M75-12 1000 MTW 12 1595 04)10d x I in' (USP: (IN led) x I a', (14) led) HT5-a 1150 HTW 16 166o (IS) led x I In' (USP. lib) 106 x I Ia.' CIS) led) H75-2O 1450 HEW 20 2045 (24) IOd x I K' (USP: (24) led x I In', (20) led) HT5-24 1450 HTW 24 2045 (24)106 .1 In' (USP:(24)led x. I Ia',(20) 10d) L6TA-12 + 925 L51A 12 910 (10) Ica USP: (10) 1 L5TA-15 +- 1235 LSTA 16 1360 (14) led USP: (14) 10d M5T4-1B ISI5 MSTA-IB 1316 (14) led USP, (14) led V) MSTA-24 + 1640 MSTA-24 1150 (IB) led USP: (10) led CL M8TA-30 ++ 2050 M67A-30 2140 (22) led USP: (22) 10d Q M67A-36 + 2050 MSTA-36 2525 (26)led USP, (26)106 1— M571-36 3800 KT51 236 3090 (36) x I Ia' x I I@' USP. (45) (n MET; -48 SOBS KT61 240 42B0 (48) IOd x I In' USP; !4W IOd x I IR' led led H6 S50 LFTA 6 law (a) Sal TO PLATES, (5) 6d TO STUDS (USP: (16). ad x 1 1/2', (16) ad) 5P4 8B5 $FT 4 945 (6) led x I In' TO 5TUD6 USP, (6) led x 1 Id' TO STUDS A34 395 MP 34 410 (4) ad x I Ii TO BEM(, (4) Bd x I IA' TO POST. U5P: (4) M x I Ill' TO BEAM, (4/ Sd x I IR' TO POST. HCP2 645 HHCP 2 1010 (12) 10d x I IR' USP: (I0) 10d x I IR' TO TRUSS, (10) led X I VP TO PLATE HIOA 1340 RE 16A 21w (13) led x I IQ' USP: (9) led x I IR' TO TRUSS. (8) led X I In' TO PLATE VGT r HDU4 45b6 PHD 4A 4535 (16)-SDS I/4•x9' TO WOOD, (10)-SDS 1/4k2 a' All THREADED ROD, (2) NUT6N)ASHERR PLY U6P: 5B' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS _ VG_ a HD-B 4940 TDX 10 5110 (10-SIDS I/4'x3' TO MOOD, (3)-3/4' 5%0 BOLTS W/ THREADED ROD, (2) NUTS/WASHERRPLY USP: 1/5' 4TR MIN. T EMBED SET IN HK"N STRENGTH EPDXY (4) l/B' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 bill (V 5)B' ATR N HIGH STRENGTH EPDXY, MN. T EMBED.) IN CONC., (12) I6d TO WOOD USP: SAME AS 511-IPSOIJ ABU 66 2300 12000 PAU 66 2535 13815 (V S" ATR N HIGH STRENGTH EPDXY, (MIN. T EMi IN CONC., (12)Ibd TO WOOD USP; SAME AS SIMPSON N LTTI9 . 1340 LTS 19 1205 (V 3/4' ATR N HIGH STRENGTH EPDXY, (HN. 1' EMBED.) IN CONO, f0Jl0d i0 WOOD USP: SAME AS SIMPSON! O 0 L7T205 +++ SOO LTS 20B 1105 (V IR' ATR IN HIGH 5TREN6TH EPDXY, (MN. l' EMBED.) IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x I Irz', 2-IR' (� HTT4 4455 HTT45 4465 (I) 6/B' AT.R N HIGH STRENGTH EPDXY (MN. M EMBER) IN CONC., (IB) SD'O X I in' (USP, (20))1 X 2-IR') USP HAS MORE NAIL OPTIONS, (20) OF, (20) led x 1'-10', (20) Ibd x 2 Irz' Z Q HTT5 5090 HTT45 5430 (V 5/8' ATR IN HIGH STRENGTH EPDXY CMN, l' EMBED,) IN DOING, (26) lad X 2 Ia' (U5P: (20) 166 X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) 106, (2B)10d x 1-IR', l20) Ibd x 2 ICY HHDC 11-5D5 25, 11010 ❑PHD 11 120SO (1) I' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBWJ IN GONG, (24) SDS Y4' x 2)1- W000 SCREWS (USP: (24) WS3 WOOD SCREWS) HD75 6645 TDX 10 Silo (1) 1/8' 415, IN HIGH STRENGTH EPDXY, (MIK l' EMIll IN CONC, (3) 3/4- STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) Cn W 0 Z MBHA 356/1125 3415 5330 NFM35X12U 3I65 1130 61M"CN: (1) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN, &.16' EMBEDMENT) N CMU TOP, (V 3/4' AT,R IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBE)MENT) IN ClW. FACE, (S)Od TO BEAM USP: (1) a- J-BOLT W/ MINIMUM 6: EMBED. 1 NOT LESS THAN 4' FRO') EDGE OF CONO W/ 3/4' CIA MW RAMSECREDHEA0 DYNA BOLT SLEEVE ANCHOR OR Ea. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. 114"0, AT S IOI Ni (WOOD) 3635 2660 (PLR) HU54121F 3060 2530 (i 00) I6d TO HEADER (10) 166 TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) HUC41O (CMU) 1610 5085 HD410 IF 19o5 3115 (IB) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, (10) led TO WOOD: (USP: (I5) 1/4' x 3' W153 SCREWS, 00) IOd TO WOOD. = HUC210-2 (OM.) 1810 5085 HD90-2P 1905 3115 (16) I/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10110d TO WOOD HUC210-3 (CMU) 1810 4000 HD90-3P 1905 31T5 11B) /4' x 2-3/4- TITEN /9 PER FLANGI J TO CM, (10) 1Od TO WOOD: (USP: (IS) 1/4' x 3' 1153 SCREWS, (10) 106 TO WOOD LGUM26-2-8D9 1430 5595 NO u5P CONVERSION -OR 51MPSON LGUM26-2-5D5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I1 506 5CRELS, TO WOOD HIGH STRENGTH EPDXY = BMPSON 'SET EPDXY-T: El CONTACT THE ARCH'ECT/ENGINEER OT RECORD -OR WRITTEN APPROVAL PRIOR TO BlEBTITUTING FOR 51MILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN T DEEP, THE VERTICAL CELL IN C," ,J. 'WALL MUST BE FILLED SOLID u/ GROU'. H 1Oa COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2' NAILS IN CONJUNCTION WITH A 231. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM -HE ARCHITECT IS REOUIRED FOR TH16 APPLICATION PRIOR TO INSTALLATION. V) .. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE F01NDATION WILL BE T L1.1 F-- 0 A.TR. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) z BECAUSE OF THE WIDE VARIETY OF HATER AL5, LOCATIONS, AND CONDITIONS THAT MAY AFFECT OONNFC70R6 THE CON'RACTOR MUST BE RE5PON618LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAiNLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U61NG ZMAX / Hi GALVAN'.ZED CONNECTORS, USE EAS ENRS GAS -VAN ZED PER A5- A53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA815 AND MUST HAVE WRITTEN =ROM THE ARCHITEC- C\GNEER OP RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CCN'STRI:CTION CONNECTORS C-2013' , 'HIGH WINE:-RE55'=^' CON5-R.:C-:ON C- LiO0. -1ND ANCdORING- a FASTENING SYSTEMS NOR CONCNETc a MASONRY CATALOG C-SAS-2012. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-O' TO 5'-0' U.N.O. 4'-I1 1/2' "I' -II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 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 FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE J(6 JS JS JS JS OF JS JS JS J6 DIAGONALS FOR BOTTOM CHORD DIAGONAL& FOR BOTTOM CHORD RF2�('Inlr o n('. t'f0Y (7''P ) m;pA('.INJr 0 n(-. Mau /ry,= ) IX4 DIAGONAL BOTTOM CHORD GABLE BRACING [m r, SCALE: 1/4 111 1'-0' ELEVATION 'B' MGT Ix4 BTM. CHORD GABLE BRACING A R C H IT 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 � ommv�omom� STJBDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 'JUN 2 19VATE: 6/24/19 SCALE: 1 /4"=1' — 0" SHEET 6 OF to CO 00 Is. " ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT INTERIPTER (TAMPER RESISTANT CxFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT ��p CxFI RECEPTACLE MTERIIFTER(WEA7HERPROOF) SWITCH j3 3-WAY SWITCH 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 - PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- /QR VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE GATT. BACK-UP W/ 14ARDWIFE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILINGS BOX SQUIRED TOM O J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DG DOOR CHIMES Ty TELEVISION JACK 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 ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEATI 10,4W TOTAL LOADI 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE i OWNER'S SUITE - I I O.SUITE \ BATH _GFJ (AMA) ' rq I / I DEN (MAL) PLO LANAI (EPPL) v\\ 1 I I rh WP ! GREAT ROOM ----- ---- - CHIMES ' I I I o I c SINK -- � I/ KITCHEN r--p GFII I L= II 1I II GFI / DINING ROOM / u i (3) a 2/0 THHN?NUN COPPER CONDUCTORS, (1) • 6 TWW'&TW N COPPER W20WD IN 2" CONDUIT. TRANSFORMER BANIG SOkVA VOLTAGE, 1620/13200-240/480V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO MAX91LM FAULT CUR ENt IWW amps CAN POUER COMPANY 200 TRANSFORMER AMP. PHONE / DATA UEATHER PROOF BOX r SERVICE BY OTHERS 200 AMP ELECTRICAL R15ER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUTER C.O. BEDROOM 2 1_� / BEDROOM 3 I I \ LIGHT `\ IN ATTIC SPRINKLER CONTROL U 1 '8GFI CLG. o 1OUTLET I 2-CAR GARAGE / I , - LIGHT �LE C TICP"� 1�1 SCALE: 114 = I'-O' ELEVATION '8' LIGHT WF GFI INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE "4 THHN/THUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NO`m� IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV UEATHER PROOF BOX A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"III"'II �0000ooJ E 8 CD O cc SUHDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833- 01 PROJECT#: R5025.045/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA JUR 2 ,ATE: 6 /2 4 /19 SCALE: 1/4"=1'- 0" SHEET 7 OF 10 �'FoNG' Goof, oM GO N 03o�E oc ..'wow cc>u N-1 Y t to fY Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use %" Tapcon with sufficient length to achieve a 1 %" min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), lamb 13) Sliding Glass Doors +28.74/-42.62 +/-SO DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6). Jamb Is) Swing TyRe Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3VxWO" FL 5891.5 N/A Ff W Tapcon X", Min Embedment 1.1/4, Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/40, Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/31.39 +36/42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X 1 1/4" min embedded Tapcon. Max spacing of 71/2" and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 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 Wails) 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 reviowed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: +eiA seal A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �'llll"III, �ommo�v�ov� E 8 E 0 C SUBDIV. & LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN 2 TE: 6 /2 4 /19 �'SCAL>r: 1/4"=1'-O" SHEET or 101 M" ' gp r' < �& AP, .. rU S REBAR VERTICALLY !0 5 MBAR VERTICALLY W/ OONC. - W/ CONC. POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) R-4.1 NOLL. MIN. TEXTURED CEMENTIOUS COATING CMU L0. w Z w PER (A81M C926) (TYPJ LQ i i J zcl n ZO B'CMU � L� c. L � 1/2' GYP. WL. BD. s CURB HEIGHT VARIES O m O WOOD BASE w z >z L L 3 1/2, CONC. REIN. W/ 6`xb' °�a ` WIAxU11A WWF OR FIBERMESH ON I!t' CCNC,. REINF. W/ 6'xb' 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED — %AxU11A W OR RMER'1ESH N 6-MIL POLY ETHYLENE V4.TEWITE CLEMI TERMITE TREATED FILL z K APOR BARRIER ON z U' LL-COMPACTED CLEAN IPATRE 4' 4' 4" I 0RECESS L TED PILL -0 BAR ON CHAIRS (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL AT GARAGE 1 WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 V2' CONC, REW UV 6`x6' z a4A%4 WIF OR FBERSON ON }= 6-MIL POLY E7NTLBE VAPOR v w BARRER O UELL-COI'IPK)IED < a Q r CI.ENI TER'IITE Ti£ATED FILLro , • • . I_ 31/2' CGNC, W/ e OR FI L ORYLE E VA ON 4A MES _ 6-MIL POLY ETHYLENE VAPOR , a 3 IR' GONC, R@UF, W/ 6'x6' 3 1/2, Ct NO.ULF OR FIBERMESH ON .a " e'r PAVER BAR E BABE BARRIER . 6-MIL POLY ETHYLENE VAPOR BARRIER ON UELL-COMPACTED 5 REBAR ON RM T TREATED FILL FOOTING S' I'-0' CLEAN TERMITE TREATED FILL W CLEAN TER IITE TREATED FILL Z 4' 4' CHAIRS BEYOND (1) 5 MBAR ON CHAIRS L 4' 4' 4' 6' RECESS FOR PAVERS XTEND E� m ° 0 GARAGE STEP-UP PAVERS (2) 5 REBAR ON CHAIRS y NON -BEARING GARAGE DOOR FOOTING PAVER RECESS 9 ENTRY DOOR 6' VARIES S' SEE MANUP. PRODUCT DETAILS FOR REQUIRED Sig AND DEPTI z 3 3 OF RECESS FOR 9fsD TRACK L aVARIES yl Q FNISH FLOOR _ (1) 5 REBAR SET IN SIMPSON HIGH 2 `" STRENGTH EPDXY 6' EMBED. MIN. a (3) 5 REBAR • 2-STORY OUTSIDE REBAR TO BE c CCNTINUOIIB �i�/�A�i�\i�A OVA//�AVV�VA \\//%�/� �A�iA//A✓/��//� /T iA//i �0.� 3 1/2' CONC, REUF. W/ 6'x6' 6 MxIL1 PFISERMIES-1 ON O TL EhITLENE VAPOR n aIIIIA CI% MJ-GONT. aaa . n.. n�> GLEANBAWIETERMITEGGMPACTED TREATED FILL V-I' MIN. LAP @SHOWER RECESS FOOTER SLAB AT S. G. D. 11 TYP, RETROFIT FOR OMITTED DOWELS REBAR LAP AT FOOTING SCALE 1'.P A E: 1/2 . -0 R TIE VERTICAL REBAR TO HORIZATIONAL MBAR W/ 10' HOOK Tr GROUTED BOND BEAM VARIES PER ELEV. a = o-n 0. CLEANOUT REQUIRED _ FOR INSPECTION z 1: F H 0-0' PIK FLR (0 5 VERT. DOWEL LAPPED W/ BOND BEAM TIE VERTICAL REBAR (1) 5 REBAR AT CORNERS - ^ - '4 TO HORIZATIONAL REBAR W/ 10' HOOK W/ 25' LAP MIN �s TYP. REBAR LAP HORIZONTAL/ VERTICAL C AT LINTEL CORNERS %v1 REINFORCING A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 E 8 ly E O t C L BTJBDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833- 01 PROJECT*: R5025.045/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN 2 5 TE: 6/24/19 ,J§CALE: 1/4"=1'-O" 1 SHEET IDI of f& GoowGwoo S� �, li�®G SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, -ENGINEERED 6TH EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED �" � DO N07 EXCEED 8' CMU BLOCK 8' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES DRYWALL WINDOW/DOOR JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. ❑ "DRYWALL P.T. Ix4 or i'x4' MIN. , METHOD PER 'NAILING SCHEDULE' (4'-0' O.C.10 SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE wINDOU/DOOR JAMB BLOCKIPYs Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR CASING SCHEDULE TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10, HIGH MEMBER w/ (2)12d NAILS S' FROM ' TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING ® (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH ENE) and 18' O.C. MAX PER MFR'S SPECIFICATIONS) (PER ASTM C926) OVER PAPERBACK %'. SECURE P.T. 2x8 TO BLOCK w/�' x 9' SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ANCHOR BOLL w/ 2' WASHER, SET IN (1) �' TAPCON (MIN. EMBEDMENT 1 J') 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN SIMPSON or LISP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%' or +") WINDOW TO BLOCK (+3") 8" FROM EACH END and g IS' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6' MIN. EMBEDMENT g 32' O.C. MAX) or METHOD PER 'NAILING SCHEDULE' DOOR JAMB TO BLOCK (+% or +%) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8' FROM EACH ENE) and SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: r=r-o' 4E scALE: I'=I'-m' IS' O.C. MAX MIN. SHANK SIZE .145 w/ 12d NAILS 6 8' O.C. MAX MIN. HEAD SIZE 300 7B2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I if TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. COATING MIN. (PER ASTM AT7 OR BLOWN -IN INSULATION TO PLUMB JAMB. ISECURE TO BLOCK w/ lU �(,' TAPCON C92(o) OVER CM (R-VALUE PER ENERGY CALCS) ❑ p0 NOT EXCEED ❑ DO NOT EXCEED a (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK END and a 18' O.C. MAX 'GYPSUM BOARD OR' HIGH STRENGTH CEILING BOARD DRYWALL 8' CMU BLOCK DRYWALL or ONG, FILLED U-BLOCK w/ (U "5 P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINpOW/pOOR JAMB BLOCKWs Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 IS' O.C. MAX I CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKINCs' OSB (4'WIDE MIND MIN. SHANK SIZE .145 SNGLE STORY SCALE: 3/4 =1-0 FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE 300 ' (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT I SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: M� INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDMENT 1 4') 8'TO BLOCK wl (2J FROM EACH 6TH EDITION (2011) � DOOR JAMB TO BLOCK (+1 2') THROUGH NON-STRUCTURAL MEMBER (Ix or 2' 055) END and 6 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT C4BW/ if TAPCON MIN. I J' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE')---� % ScaLE: r:r-m' (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS g 16' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD 51ZE.300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %/W MIN. EMBEDMENT I if SHIM AS NEEDED 4F SCALE: r:r-0' TO PLUMB JAMB. METAL DRIP EDGE ❑ DO NOT EXCEED' GYPSUM BOARD OR HIGH P.T. 2x8: � 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) a' TAPCONS VENTED ONG. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH ALUMINUM SOFFIT lll 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 6 18' O.C. MAX ER PLAN (SEE WMDOW/p00R JAMB BLOCKMG WINDOW (PER PLAN), �51ZE AND REINFORCEMENTRECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT OSS (4' WIDE MIND TO PLUMB JAMB. or 6 ❑ DO NOT EXCEED' (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR, PER PLAN) DOOR JAMB / WINDOW DOOR CASING 9 IS' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONSDRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. pi Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1' _ STRUCTURAL 2x MUST BE ON OUTSIDE d SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or 2' 0,15) DOOR CASING P.T. (2) 2x4:BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL w/ ' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 6' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) ' TAPCON PLACE SILL (PER BLDR) 'GYPSUM WALL BOARD EACH ENE)and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1)05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%61 ) PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX or COATING MIN. (PER ASTM GONG. POURED CELL 15 „ NOTE;lU DRIVE PIN, 8' FROM EACH END and CcJ26) OVER CMU— (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 Y16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX 8' CM ' P.T. FURRING STRIPS g 16' O.C. 4C SCALE: I ,I _ID, THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSBJ MIN. SHANK SIZE .145 W/TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT I if NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 P.T, l2J 2x6: Em TO PLUMB JAMB. OR JAMB TO BLOCK (+3 16 SECURE TO BLOCK w/ l2) 4' 7APCONS CONCRETE SLAB DO NOT EXCEED a' 4G SCALE: r:r-m' (SEE FOUNDATION PLAN FOR SIZE ❑ (MIN. EMBEDMENT 1 J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and IS' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or UPLIFT UP 70 1,175 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, S' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DooR JAMB BLOCKMG SIMPSON HTS20 w/ (10)10d NAILS TO TRUSS 4 9 18' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 -I -� DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BONE) MIN. EMBEDMENT 1 if BAIT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR 'NIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD lSIMS HTS20 EACH SIDE OF TRUSS w/ NOTE: ll0)10d NAILS TO TRUSS 4 (4) J'X2 J' 7APCON5 ----- -- P.T. (2) 2x8: Em STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) if TAPCONS THROUGH NON-STRUCTURAL MEMBER (lx or 111' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I ') 8' FROM EACH {� w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK d 18' O - Dan O.C. MAX --- TAPCONS MIN. or OPENING 22' x 30' MIN. CASING AT SIDE �--IUpOD WINDOW TO BLOCK (+2 Y4 2' COVER (2) DRIVE PINS, S' FROM EACH END and ATTIC ACCESS 1 „ 2' APART 40 18' O.C. MAX 3 SCALE: N.Ts. NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 ) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COIMPLY WITH MIN 301 HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD SIZE 300 PER R8011 OF THE FBCR 2017, 6th EDITION BOARD ITYPJ SCALE: r:r-m' SCALE: NTs. MIN. EMBEDMENT I if 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 �III"IIIII QE V IN O C SUHDIV. I OAKLAND(LOT 4MODEL:183F1833—PROJECT#: R5025.045PAGE: 1—STO WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA AN 2. 5 6/24/19 i SCALE: 1/4"=1'-0"' SHEET D2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %,' O.S.B. or)/2' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. le SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 9 V O.C. a 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. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL %a' CDX EXTERIOR PLYWOOD or i532' APA-RATED 0.5B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 9 4' O.C. 9 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -9 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. TOP CHORD BLOCKING tv 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES a EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS % 0.5.5. or PLYWOOD or %a' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS a 4' O.C. 6 or RAFTER PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP S BOTTOM PANEL AND 6d RING SHANK GUN NAILS a V O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS 514AL PERMITTED AS AN ACCEETABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (I6-20 RINGS PER INCH) ROOF 5HEATHIN 0 Z n m ' BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ad RING SHANK GUN NAILS o 4' O.G. TOP 4 BOTTOM EDGE5 . o N L z ® 8d RING SHANK GUN NAILS 0 6' b.C. IN FIELD �o J 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE ® ul SECURE TOP PLATE5 w/ I&d COMMON NAILS 9 4' O.C. '� LL 2-ROW6, STAGGERED Z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING "Az o v (0.5$. TO BE STRUCTURAL GRADE) Ck cn e 8d RING SHANK GUN NAILS m 12' •< z u N O.C. IN FIELD Z NZM or a W 8d x 3' SCREW SHANK BALLISTIC NOTE: Z s m to ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-O' N a o NAILS 9 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF t THI5 DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TdG 51,15-FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL FOR WALL SHEATHING TO ALL EXPOSED MEMBERS (0.5B. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'4-0' -ENGINEERED GABLE TRU55 NOTE: 2x4 BLOCKING BETWEEN f DIAGONAL BRACE ID CENTER OF TRUS5 SPAN or TRUSSES AT FIRST (2) BAYS HIGHEST RIDGE. l4'-O' O.C. 6 SHEATHING SEAMS) DIAGONAL BRACE TO BE -s ANY SPAN 15'-O' OR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3)12d GREATER (REFER TO TRU55 ENGINEERING FOR NAILS e EACH TRJ55 (BLOCKING AS ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) NECESSARY) (DIAGONAL X-BRACING TO V-0' - 30'-0' USE (1) X-BRACE COVER 5-TRUS5ES 30'-1' - 60'-0' USE (3) X-BRACE •_ (1) X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRU55 ENGINEERING PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION a 7B y y' SAME X-BRACING REQUIREMENTS) ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRU55 w/ (2)12d NAILS INSTALLED 9 MID -POINT OF TRUSS SPAN 1 SCALE: 3/4'=r-m' or 10'-O' O.C. MAX A R C H IT E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �mi�nn �omm000aam� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2JUN � �CANTWELL Nb 12079 6/24/19 ' 036AT :1/4"=1'-0"' HEFT D 3 V101 k� RN cc Go GGO\)G9 GG VTCR or o(1)6EA V O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2x6 MIN. TO BLOCK w/ (2)Y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) Rl ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' Ir EMBEDMENT GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' _ P _ENGINEERED TRUSS 9' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a - a INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' /-PRE-ENGINEERED TRUSS ---I'GYPSUM BOARD OR '' HIGH STRENGTH CEILING BOARD V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 Via' METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE .9 12' O.C. 3 V8' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO (� SLAB MIN. MASONRY (I NAIL w/ WASHER 6 32' O.C. MAX. LAB II t ( DN ) NFORCEMNNOR NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' J' TEXTURED CEMENTITIOUS ) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMU-----\' CMU BLOCK � i 7 ATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP60N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I- MIN. suDe VERHEAD GARAGE DOOR (BY OTHERS) Roor ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T 3 Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA .TE: 6/24/19 F/J§CAT :1/4"=1'-0"' SHELY '•, k PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH o 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED o l" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM CI0(o3 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION " OR LESS PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE, PER FBC R103.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF 45TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A TO TO 8' / 6' TO e' s" TRICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED o7" (VERT.)O.C. MAX AT SUPPORTS WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: NTS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES, TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING, INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: N.TS. SECTION TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU W9 LA 12 SHEATHI WRB #1 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: V.S. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PEi;', BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP 5CREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xi" CONTINUOU6 GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 BCALE: NTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" -0 VERTICAL LAPS (ROLL ENDS) 4 6" a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1'I METAL LATH TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 z (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R1031.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIII'll �v�0omo■�o� E 8 N O 'C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: WALL ASSEMBLY DETAILS ko 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA AN25N19 DOE: E: 6/24/19 C ALE: 1 /4"=1' — O" SHE�E��T� AI O� 4f� 00N� GOv G501.wG� GG $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT INVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. I Y' ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER A5CIA WRAP KICKOUT DETAIL 5 wlu N.T.S. "^" " t., ^EGEIVE I COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: SEALANT ON TOP 8 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) I '—FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, y' SEALANT a JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) DRYER VENT (FRAME) V A SCALE: N.TB. TRUCTION SHEATHING WOOD FRAMED WALL WOOD SHEATH BUILDING PAPER OVER "QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLASH" CVENT PENETRATION AJ5CALE: KTA WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, WOOD- FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER %a' TO I/S' MID -WALL WEEP SCREED 6' 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME G�AI t •IYG —WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH US' TEXTURED FIN15H ia WOOD —FASTEN TO WOOD STRUCTURAL OA MEMBER s 1' O.C. MAX %a' TO %' MID -WALL WEEP SCREED —6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING TEXTURED FIN15H @ MA50NRY HORIZONTAL WEEP SCREE] 7B SCALE. N.TS (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN "X' CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN I" TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS gTFP STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a ALL SIDES �+ p DRYER VENT(BLOCK) 6 B SCALE: N.TBI� SCALE: N.TB. PER FBC R103,11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF 45TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING �/ 1717171— SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: rLrs. rFReME coNsra STEP 3 STEP 6 A R C H IT E C T S Design ro u VILLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 11111111111 �om�o�o�oo� E i8 v6 E O c SUBDIV. & LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C mommommmmor ARCHITECT: STATE OF FLORIDA JUN TE: 6/24/19 CALF: 1 /4" =1' — 0" SHE�E��T� VV A2 ,0 C, WOOD SHEATHING WOOD CON5TRUCTION Y4" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #11 5TUCCOLRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLA5TER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-LFWC-150 — CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AMl6-LFWC-15m CU5TOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 5ELF-ADNEREING FLASHING WRAPPED @ CORNER OF CANTILEVER " fix-- AMICO AM66-LFWC-15m CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEP5) CASING BEAD DETAIL C CANT. FIN15H LAYER (2 LAYER PEEL 4 5TICK) (0" PEEL 8 5TICK 6 DRIP EDGE TO DECK I Y2'XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6 PEEL 4 5TICK Q DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL & STICK 112"XI Y4" P.T. OR 5IMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROD 8 5EALANT $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA5ING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD "*COMPONENT5 PULLED —\ I APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING /TTT 5ELF-ADHE5IVE FLA5HING VINYL (OR APPROVED EQUAL) CASING BEAD 5/5" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8' THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING 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 RE615TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE �-3" X 3' 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y" MIN. 5PACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CON5TRUCTION WEATHER RE615TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A : N.TS. Y4' GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL & 5TICK) PEEL 8 5TICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD I Y'XI Y2' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 4 STICK) WRAPPED FROM BALCONY Y' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 02 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION 1 D r ALE: NT.S. :;"COMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FA5TENED TO 5HEATHING 6 1' O.C. MAX. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BEAD C FRAME *,-�LCIRNIR: rLrs. CORNER BEAD (FA5TENER 8 5PACING a 1" O.C.) CMU %` THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SCALE: N.T.$. COLUMN SHEATHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 6' 5ELF ADHERING 4 FLASHING PEEL 4 5TICK 1 JI2"x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN 5HEATHING 6" SELF ADHERING 4 FLA5HING I I211x3" "L" FLASHING FULLY s EMBEDDED IN ROOF CEMENT Y' X 3" 2(o GA. GALV. METAL DRIP EDGE 1 5ET IN FULL BED OF 5EALANT,2° MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD LATER PROOFING 1st LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLA5TER 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 C COLUMN W/ " L" FLASHING A R C H IT E C T S Design G ro u ITLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��0�0o0ovom� SVBDIV. 7 LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833— 01 PROJECT#: R5025.045/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT-- STATE OF FLORIDA JUN 2 5, D E: 6/24/19 AT: 1/4" = 1'- 0" W�A3 WOOD SHEATHING WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, 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 SCALE: Nrs. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WR15 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH rExPLODEo J" THICK, 3 COAT VIEW r-oR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION 5EYON1 WOOD 5HEATHIN WEATHER RESISTIVE BARRIER: WEATHER RE515TIVE BARRIER ' %6" X 7Y4' LAP SIDING W/6" REVEA 6" SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z' FLA5HIN STUCCO CASING BEA SIDING TO STUCCO �@ BLOCK TO FRAME TRANSIT 61rizALE. ,4 TB - WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 aib" X 7 Y4" LAP SIDING W/6 REVEAL 6" 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) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING Ya" THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEADMETAL LATH (O"SELF-ADHERING FLASHING (ExPLopEp ill THICK, 3 COAT vLFOR Y) � CEMENT PLASTER DRIP CAP 't. � CLARITY) i WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 1 JD scALE: HTs. " 5ELF-ADHERING FLASHING EATHER RE515TIVE BARRIER 11 EATHER RE515TIVE BARRIER 12 TARTER STRIP PER IANUFACTURER' 5 INSTALLATION 15TRUCTION5 SELF -ADHERING FLASHING rALV'D METAL "Z" FLASHING )O NOT CAULK OR SEAL OPENING IALV'D METAL "Z' FLASHING TUCCO 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 #I WEATHER RE515TIVE BARRIER 02 GALV'D METAL 7' FLASHING K lut:: DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO . WOOD SHEATHING / /] 5ELF-ADHE6IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT r-`T5 o , WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER $" THICK, 3 COAT CEMENT Ya' GAP TYP PLASTER MG CABBEAD IX TRIM MEMBER 6 STUCCO TO TRIM METAL LATH TO 51DING TRANSITION WRB LAYER #2, FORTIF15ER 511DING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER 11, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 1 `t SCALE: NTS. ( CROSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER 01, 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 $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR GLARITY) CASING BEAD @ RAISED BAND FRAME_ @X—ALE, KTb. /--METAL LATH /5EALANT T WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME \- WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (o' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL} 2X FRAMING (OR APPROVED EQUAL) CASING BUILDING WRAP (W/Ya' FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE & BUILDING WRAP Cl,-;7)�EZ BEAD WINDOW CASINGSALE: N.Th, T ' THICK, 3 COAT CEMENT PLASTER METAL LATH i WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 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 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"II ��omo0m0ovaJ E '8 1 W O s C L' SLTSDIV. & LOT: OAKLAND LAKE (LOT 45) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUN 2 DATE: 6 /2 4 /19 SCALE: 1 /4"=1' - 0" SHEET � VU A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u scALE: PLTb. (FRAME) APPLY 061 H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PROTECTO WRAP LU.M200 OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL 18A 9! d F: NTS. TEMPORARILY FOLD ' Iin a SECURE HOU5EWRAF " ""' r' "P UNDER) at FOLD HOUSE IN AT JAM55 5LOFE 51LL R EXTE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING %5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED ;DGE5. (CAP NAILS, 5TAPLE5) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLA5HING A5 THE FLA5HING AT THE SILL .�irir u NOTE: 1, IT 15 THE CONTACTOR5 RE51FON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 51=ECIFICATION5 4 WARRANTY REQUIREMENT5. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. NOTE: fG INSTALLATION SEAL INTERIOR PERIMETER OF WINDOW MASONRY) WITH SEALANT i. I I. A I 1 (0" SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLE5 OR SLOTS, SUPER 5TRETCH BUTYL FLASHING STEP 3 L-5" VERT. END DAMS REQ'D. AT EACH END OF 51LL 0111 1 MIN. TEXTURED EMENTITIOU5 COATING ,VER BLOCK ,15EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW " MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK STEP 4 STEP 8 IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM IN5TALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT IN5TALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT \PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS 8") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 t% SCALE: N.TS. STEP 5 IJ1L1 � 3" MIN. TEXTURED '�"EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Design ro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �"IIII"I� �omovmvvao� EOO E 0 So L sVHDIV. 8e LOT: OAKLAND LAKE (LOT4)) MODEL: 1833 F1833-01 PROJECT#: R5025.045/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA UA5j&1&1 6%24/19 I SCALE: 1/4"=1'—O" 1 SHE�E��T� VV A5 TRUSS ANCHOR BY OVED TRUSS BEARING HEIGHT SCHEDULE 20RMINIMUM TOP and BOTTOMBHIORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 81-8N ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED pimpson) or Mp) (�) HUS26 (Z) HUS26 © HGUS26-2 QC THDH26-2 EE) HGUS26-3 EQ THDH26-3 QD RT16A © CONNECTION BY BUILDER REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ RFJECTED/ RESUBMIT 13 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility Of materials and materials coordination of their work with other trades and subcontractors, performance work HI a safe and satisfactory manner andfor full co ore with the Contecl Documents. A DA ty A. 6.0n, 0111CdROUP ME 8" BRG. TYPICAL TRUSS END DETAIL on a 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 MNGNT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPCNSIMUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To PREVENT TOPPLING AND DOMNOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE '8C51-81 Summay Sheet COMMENTARY WOOD TRUSSES. QPQ.S TRUSSES AREA TO BE ERECTED ANDINSTALLING &NFASTEENEDMETALPLATE IN A CONNECTED AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED PATH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE w TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO /—+ HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 115N. BHm M BlwMy Slruct Eng 1178051 2590 N. KNM HIGHWAY FT. MER[£. Ft sass 1n91 u�A1Nn Trusses shown aA'this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design S0U11WRN TRUSS (772) 464-41 are the responsibility of the building designer a his engineer. �+i11r.L�t`I 11� Lateral bracing shown on the individual truss drawings CDANA INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 5207 Oakland Lake N: t Plan — 1833 Elev. B w Lanai DAII` DRANK or DRAMN RIM- O -0" 3/28/2018 dhc 1833-B-In-ar