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Home My WebLink AboutBUILDING SITE PLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ( ) e ) o ) GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXXO O — O O 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS THESE PLANS AND ALL PROPOSED WORK FILE COPY 6 ROOF FRAMING PLAN REQUIRED BY FIELD Y COR TECTI Har 7 ELECTRICAL PLAN FOR: ► ,Y BE NECESSARY NI ORDERTO S 8 PRODUCT APPROVAL COMPLY WITH ALL APPLICABLE CODES. D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS sr. I uczE CouNT�y' '«_` d REVIEWED BOR CO BUILDING DI REVIE DAtE SE AND P OR NO INSPECtIpN(5� W E O )OB MADE CQNCEAWD FABTENER3 OR AifiACHMEM AATNERESro I OR OF D anhomes.com !SNTRAO'rol30�f r3Er.OAD TABLE R301.2(1) ry CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN_ SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) effects" CATEGORY` Weathering :depth' Termite` TEMPO REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Very Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.3S 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 IST FLR, LIVING 1,633 SQ. FT. • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 160 MPH TOTAL. LIVING: 1,833 SQ. FT. — VASD = 124 MPH GARAGE 411 SQ, FT. RISK CATEGORY II ENTRY 22 SQ. FT. • EXPOSURE CATEGORY — EXPOSURE C PATIO 21 SQ. FT. 91—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,281 SQ. FT. • STATE OF FLORIDA GU51G VOLUME LIVING 15,S41 $0. 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" 46'--0" PROFESSIONAL ARCHITECT: JAME S CANTWELL FILE COPY AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078� ,IrFso� rrACH►t DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. A«asrb R sPaNal®IRAI HE 'to AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design p 10U ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lv�00oo�om� E 8 !E O C SVBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: SCANNED BY $t. Lucie County COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA LTE:' 11/30/18 S `ALE: 1/4"=1'-0" CS OF �REECEIVED DEC � 1 Z018 ST. LUGIC _CeuntyyPerMitting GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) A.1. 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 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS C.I. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD f PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KO) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.& ENCLOSED BUILDINGS :0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDABUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11, ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16, ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17, CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R9@2.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE 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 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CUSSING DEVICE R302.5.1 3. 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 THE GARAGE, 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL. BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 84MCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED 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. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT 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. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE AMINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. 11, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/1'. 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 61NCHES 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). F",T Tal \ I -]TA 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 Pm =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 %4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, BTH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2.11 OF THE FBCR, 6TH EDITION (2017) 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, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0,75TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: BA. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER D. BEAMS & COLUMNS: D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THATACTIVATION 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. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.l. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. 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 7/16" OSB EXPOSURE-1 OR 1/2" 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 5/8" COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. % 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 1/2" CDX 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 AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�, 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. @ 16" O.C. 22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 12. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM''iW PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/a PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). - 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017), 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y22" 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 BAD 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-04063.11A & R7037.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS -- DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS -• CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND. SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. Z IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S Design Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 �'I'lll'I'I �opmOvooJ SUBDIV. & LOT: 0 AKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 'VOV 3 /#TE: 11 /30 /18 24'CAILE: 1 /4"=1' - O" SHE�ETT JL �y OF SECURE STRAP' TO CONC. W/ (2) 3/16'x2" TAFCONS 3 1/2' TI CONC. SLAB SIMP'SON LUB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x3&' STL. POLE ON 1/4'x&' DIA. BASE (2) I/2'x&' AB. BOLLARD DETAIL INWARD CLEAN -OUT OUT -WARD — CLEAN -OUT 4' STUDOR AUTO -VENT } I 2-A I �,1 'I 3' y STUDOR KRCHEN SINKS r \ 3 I�AUTO-VENT AUTO VENT I I 2� 2�� 2 I /' WASH 3' 2' �Y i V S 2" 2 I ' 4" 3° I WC 3' 4' 3' 'SHWR PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES 1-f'-3° B DI 7TP. � � CPAVERS cb 3 1/2' ■ ■ ■ ■■ ■ No ■■ ■■ on --- d 1 TUB/ 1 I__j I I Dl DI 18'-3" iti dl DI 31'-9" 11 a 11 ■ 3 1/2' CONC, REINFORCED ■ { i W/ 6'x(o'-WI.4 x WIA `--�J ON 6-MIL POLY ETHYLENE 1 — VAPOR BARRIER ON TERMITE 01 y TREATED WELL -COMPACTED D1 F e1 C CLEAN FILL `p h0'-0' FIN. ELEV. FIN, CONC. SLAB 4' 3° 5'-5" -1'-10 1/2" 1/2' 21'-4" N t CONDENSATE N ;� A/C ��\,; F`. 71 r-- y�° LINE ®$. ``_ 1 o'er' R--- SINK J a .✓� 11 $yg II i- I _ _ ' I ■ �yo I I O I 11'—�1 r% LLI o'er/ II II 1 1 11. i �1\ ____ _ In 4' — — 1-----11 I' PVC CHASE "COND.) I i II WH '1 iIii 1 FOR EL€C• II N 60X34 �r LLAFV I EXTEND 'SHOWER' CONC. I SLAB 1 1/2' i PAN ,I SLAB ( ' I 4 9A i N DI DI -6' RECESS SLAB D1 1 FOR PAVERS m r I 24'x24'xl2' CONC. 12'-4" 3'-4" 14'-6" FTG. W/ (3) S ■ I 30'x3O'x12' CONC. — REBARS EA. WAY FTG. W/ (3) 05 ON CHAIRS MIN. 8 I I ■ ■ KEBABS EA. WAY 3' COVER I Dl ON CHAIRS MIN. DI — — 3' COVERL —— — — 0 H ■ �61/2'--------� _ ■ ■ ■ ■PAVERS) °o■ ■ ■ ■ m ■ ■P14VER■ ■ _ -EDGE v LINE 2'-3" ' -01, 2'-3" 2' 0" 4'-8" 2'-0" 20'-0" g'-0" 50' -0" FOU D T1N PLAN SCALE: 1/4 - 1'-0' ELEVATION "A' A I N m c?1 I A R C H I T E C T S Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"IIIII'I �o00vo0J E V cd CD O C L sUBDIV. 8e OAKLANDLOT: LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHMECT: STATE OF FLORIDA DA;'p: 41/30/18 sd/ALE: 1/4"=1'-O" SHEET OF �t �r in N r cv N i m m m m DOWEL PLAN SGAI-E: 1/4 = I'-0' ELEVATION 'A' 46'-l" 43' - 5 " 38'-11" 32'-If0" 2(o' -10" o)a1_')1 A R C H I T E C T S OF '000'f Design /Grou 1! 1441 N. RONALD REAGAN BLVD. LONGWOOD' FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdesigngro u pxom AA #: 0003325 �III'llllll ��000mom� E 8 N E ^C i CM L S'UBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAME `C4NTWELL A N 12079 DA 11/30/18 SC :1/4"=1'-0" SHEET 2 OF WALL LEGEND S'-S' 5LK BRCx. SHEAR WALL SEGMENT WOOD FRAME BEARINCs WALL INTERIOR: 2x4 WALL 16' O.C., UNO. EXTERIOR WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/53 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MAsoNRY ' WOOD FRAME WALL: 2x4 ® 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' 8/22-5-(l)U/(I)L RECESSED L-IA 5'-10' s/16-s-(uuld)L L-2 5'-10, 8/24-5-(I)UKIA. L-3 17'-4' 8/28-5-0X.IKUL PRESTRESSED L-4 4'-(G' 8/24-8-(I)U/(IA- L-5 4'-9,' 8/24-5-0)LIKUL L-(o 9'-4' 8/24-5-(I)U/(I>L L-i l'-8' 8/24-5-(I)U/lIX L-8 I V-10' 8/24-5-(UU/(Ix. ASTm<RETl9 LINTEL SCHEDULE LINTEL LENGTH TYPE COMMENTS NO. L-I 4'-(o' SF22-I$/IT IRECESVD L-IA 5'-10' 8F16-IB/IT L-2 5'-10, SF24-I5/IT L-3 ll'-4' 8F28-I5/IT MSTRe SED L-4 4'-(o8F24-I5/IT L - 5 4'-(o' 8F24-I5/IT L-6 V-4' 8F24-I5/IT 8F24-I5/IT L-8 5'-10, 8F24-I5/IT L-5 PATIO L-6 Li t 25-SH 1 W(05 SCxp - (2) 25-SH EGRESS EGRESS TEMP 0 BEDROOM 2 s'-V CLG. BATH 1 C GREAT ROOM s'-s' cLG OWNERS SUI TE 8 e cLG. S a' -a' cLG. O � I I L-4 --— — — — — — — — — — — — — —— N Lu C -- BEDROOM 3 CLG. - - j I LAUN — - I cLG O O - „R I O.SUITE I F 110Q BATH II KITCHEN_ O 8'-8' CLG: IVIC 8'-8' CLG. O O i I ii —JJ I F TI III xx III I I III II 2—CAR GARAGE II FOYER 8'-e' GAcl-GDINING ROOM 8'-8. CLG. s'-s' CLG. DEN L I W-8' CLG. —= --U 35-SH 35-SH 1 NTRY 16'-V X T-0' OHGD — O L-lA O L-3 O LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H IT E C T S Design Group-inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www. a bdesigngroupxo m AA #: 0003325 �IIII"IIII ��mm�o�oo00� SUHDIV. & LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833— 01 PROJECT#: R5025.025/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA DATE: 11 /30 /18 11 SCALE: 1/4"=1'—O" 1 SHEET 3 of SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A" PRFCAAT 11-1 NTFI A AAPF I TOAT3A (I RA2FT) 4wm44wm GRAVITY OVERALL LINTEL LENGTH BF6-05 &12 OR efb-08 1 arni eF14.0B BF30-aB BF31-OB £F 2.E aF1616 r0F(¢<: B'F2#IB "b'2 re'. 6F" IB ::: (TTPEWLINTEL) au0 '-6F81B East 3T1 I -A60 5a 9a1 ICI 1'-a'tc a'-b'rPRECAan w1 bob _ 6a5 A 14 lql FF i iostzL II809 ]5 3 WID 401. 6 10-- 51H1 V-1- TO 4'-O' (PRECAST) I"NI 6 i1�- rz6 2 L6a5 611. 1541 B91,a )sag 4'-1' TO 4'-V (PKECASD 15,E g63 I'O -1B' I m 5 490 31 3 l F FIB 15d1 a6 . All, 21,1_ 4N I 0 ' _. 6 E ]< ..o" " 4'-T TO 5'-4" (PRECAST) 1211 i663 ~ 3a26 13 1.. rz 2. Al,_ Wa _ 5 6 1:4r l ISE - .I e360 lea a 10,l 3 e2 G,ll-, 'A'13: I IGr .3 C 133 -" " 5-o T05-10 (PRECAOTJ I062 5'-II' TO b'-b' (FRECABV 905 i:33 EI- 3 f6 5301 P c W6ll 2,v- 'e-. 1 66 35'A r 36 -I 5 [4b 1 15L3 l [6E4 _�IAY-1¢5 1 NFz, 3- .IE -- FIb - 5+5 a. .a _ 6'-T TO 1'-6' (PRECAST) 111 E E9 09 1'-1- TO V-4- Plia T) 554 - 6 6D l5d d45 55E age SAW T010'-6'lP�CABT) 415 64 fi5< 15D 20°D � _I 6 0a6 Jo 3ALI 121 '6 _- 10 1- TO II'-4' (PREC49T) 962 =0 A - 531 945 106E IP46 112 l 1 114 4 �6e4 Ill 1 6 Fs 1 < F 3h 6 ILI Ill'.. F2S. �_ .6P6_ 11" 1- 3 0, 3a, _ ,T0 -_ II'-6' To 12'-Or (PRECAST) 931 5Il 613 sAp 813 IR'-I' TO 13'-4' (PRECAST) 295 <11 _ 1ss yll 165 - �Wa lm6 SAW TO 14'-0- (FRECAOTJ 21 __ to too - A 6 .N, F N uR IF -I l 1, 1, 11 - 14'-I' TO 14'-0' fPr8B1'RESBEo) NR NE We --T ill-- t R TO 15'-4YFRESTRE55EDJ NW -412 ll0 _ I2O 35 ' ISv'< NR `IR IF n. [.I: NK NE V,E 16'-D'70 17'-1'(FREBTRE006C) NR - a00 6 N!2 We I '.5d 134E - 60A 11 R4" HR N2 NR NR 11'-5'i019'-4'(R3B67RE0BEp) NR a35 S20 '<0 103-- NF NR - 596 045,. NE N. 1281 ..I, 116 n2 --- 19'-5' TO 31'-a' (PRE8TRE38Ep) NR }- "R -- IF NR 34E NR»' - IW -_I'III c_ - --- � NE IWAS E F V-5'7030'-V (FRESTRIft nit ^66 AllNe -. '..:9 2 315 _. :is, 3 Ste` IAF NR- - _ r3Q 'b50 L- NE 38' v "1 '09i 9 1�_ A3 '2d. 22'-I'TO 94'-0`(FRE6TRE66Ep) IF SAPF LOADS (LBS/FT) 8-PRECAST U-LINTELS C JF'_IFT LATERAL OVERALL lINTEL LENGTH Tio-IT Sall I C+6- 1 BF 0 T FF.4-0 BYfi IT P132-IT (TYPE OF LINTELJ "9-r8+2T 6 2 'T -:6Ya eFS* - I:2 SWJ aFAO 2 59 _--. 2F14d' aFW81 - 3M2b3'M', we 6Fa ROFL 069 5.'E9 63. �aal 1'..I TO 3'-is'(PRECAATJ 1969 65 f6e4 439< 51Ed 632 TpP -.ao_ 1026 10}4 I59B 3'-l'tO 4'-O'<FRECABT) d G G66 - 43 0 - '165 lb3 1309 --- 1365 J a - 3(CbO� BI 45 0 2 Salt oil a' -I' ro a'-t• rP�cnan Wm - 4 - 1 _ � '- =19 532 as 101E 2a4 a' 5 B B ,,I In 6 Al _ .1 ll lie 61 4 t2 4'-1' 20 B'-4' ( PREOA9T) l9_ 331b 2 % JI y. 3101 mr Il) r �6,.m V620 w'fW -" 4a3 1. 411 310 411 143 5`5' TO B'-10' (PRECAST) 9m16. '529 _ 0H^ IOW 9. sit 616 _GSI _ e 4a fee W ,, 5 `- ' TO 6 A.. (PREC" 40 e 03 �. sal 1n .& 11 W3 9 -1: 490 325 T 112 8 5'-1' To 1 -6"(FREC46T) -- - l24 334 Sea 1.1 Q24 IE 4 91 1136 2a]5 4l 242h 16s 2st, ,=6m 1'-T TO 9'-4' (FRECABT) 5gl�i 862 151e I'll ' b 96 16L> 965 n94 1619 326 512 ISO 9'-5'TO10'-6'(PRECA6T) 1 lT, - a 1 264 401 100 930 90 11 X, - 414 1m1 Ito l2 163 2- 34fi 011 14 ll 115E 10'-1' TO II'-4- (FRECA6i) - 94 l 1042 41a - 1'C I'. 26O 469 184 L16ia 195 iB-. I',, I- Ill, - II'-5' T0.1P'-0' (RiECI+BD 114 402 al - 1 to e1 0l5_ m m 109 le ;i 1 m 4 13,E 11--I' TO 13'-4' (PRECAST) 426 i P. lC0 ,ae ye 'H i 9 MIS ee T 1653 la% vi, Q'a "11 324 110 1V-5'T014'-0-(PRECAST) 4 5 ll 116E r 1 1350 - 11691 ia5 293 00 23" 3i 5.0 9 6 3 131 Id'-' TO 14'-6' (PRE6TRE55-O) sale NQ 284 91 2.. P dbd " : !903 SW I13< i "' E9 II W-9' TO 15 -<' !PRESTRESS G _- Y3® 60 0r6 T 68 _ "<D ib0 I668 IF 259 83 B 6 4a 650 3 111E 1W-5-TO 11'-4'(FRE5TRE6bcp) _ Is, pfi 6m6_ Tom "i R1 14T3(!. MR RA 64 MIS'TO SieFRE5TRE65Ev) 62 2 3r0_ »<l o^I't 'I i 4 NR No 52 alb �163bW3 ` 3 l 841 259 It2l Y:` Fit To 21'-4-(F'RESTRE65Eo A'2 ':I 6f 655 NR 05 4i 3 A 3 __ y 3 142 :1 _ 1r 05 1048:. - '. ) 31. 5 T012 0 fR3-BTRE99Ep 3l .- 'g.. i6-e 6 r 630 NR II6. 4® 'l. e 3 2 33b- _ a!3 - 668. 863 999 1R'-I'TO 24'-O'(P�BTREBBED) 12< T- 26l L _ <'m _ ___ sal NR 91 30 - id. `. 5A '606 I l5T _ '86 Psi 39 6'PRECAST W2"RECESS DOOR U-LINTELS SAFE LOADS (LBS/FT) 4 GRAVITY OVERALL LINTEL LENGTH F F6 0B 5�O 63 BFP 0'• AFAS OD e,F-2W Debra 6 03 R-le- (TTPE OFLINTELJ P� �A,RFb IB &N I Bll`4 IB 62=1a a i 9 6RF22 R eu 19; v BRF30-15 1561 V-B'TO 4'-4-(PRECAST) 6351_'Ls, I8'I 699 206 6 � _54 v3A2 I 9419 ImB93-.: 4--6'TO 4'-B'rilia OT) 4g4 _15 OL H92_ 360 S9:4 6'l09 aaba 94T9. t&933' IT56 92m Sets I p 520E 11 663"_ 2-T B 1. i?66 4'-1' TO B'-B' (PREGABD B66 1 41 �9 j9k6T '. W V TO WARP (PRECAST) BA BI0 „13 901 Na s, 570 W40 Ab314 1100 T<01laTe71 4I l4lN 1360 5'-II'T06'-O'(PRECABTJ 19 SDI Vils I ' 3 3" 562E 9 43 D-96 10a90' 3d i091 3146 f`_S15 I4'� 9169 3- 6 b'-9' TO i'-6' (PFECA6V 66v-- l5o l59 ) 9-6 '99 156E da63 �6 T-1' TO VA&' ( CAST) 411 - 526 SEE `j T 196a 2253 l MtH 4B6 599 8"PRECAST W/2'RECESS DOOR U LINTELS SAFE LOADS (LSS/FT) 1 CT OVERALL LINTEL LENGTH efts-R aFT vA -- FT rt RF:-IT Nv 6 6030 (TYPE !Tr LINTEL) BF6 l' '?e - _-Elc T m68 erv4 %i 3e2 l adb 3OB6 r ER3 I-'e 351 0,I 6.2t, 444E -_ •.' 1 SIAS Snub aS6 Renu 9'3' TO 4'-4- (FFECABD - m 6 1 9 3Rf �1,Ni 4 - 750 161 111" m �l v15 4s43 4'-0' TO 4'-b' (Pistila� w, 9' 2 Gal 699 1019 694 "15 33A. 3,11 3III 4'-1' TO S'-S' !PRECAST) r - 408 401 69B 3 a - _ -9u 6 ' 2E 2554 l3 iv 5'-V TO 5'-10' (PRECAST) �- I v 2 5 133 206 l9_ la, 354 .1. O J f0 4e3 9 9'-II" TO 6'-e' (PREGA6D l.'� 0` I D 5i'+J b 1900 4'9 b 9 ___ .T9 595 1. 464 6'-9' TO T-6' (PREOASTJ »� 6;c LLI � EG 16+ 1 li4e a 6 - -AU6 - -m lot 6T4 363 s' rrYREcaen 3- 395 - I(:'i I 6 nP.1 - 331 91m a9m x14 4^ST- RETI LINTEL SCHEDULE MATERIALS I. PC 8' precast lintel 4000 psi 2. fc prestressed ]Intel = 6000 pill 3. Grout per ASTT C476 fg • 3000 pel w/ maximum 3/5 Inch aggregate 4 5 to II Inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive Strength • 1000 pal S. Railcar per ASTM ASS grade 60 B. Preatre551ne strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL NOTES I. Provide full mortar bed and head Joints, 2. Shore filled lintels as. required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4, U-Lintels are manufactured with 5 1/1' long notches at the ends to accommodate vertical cell relnrorcino and grouting. 5, Reference the CAST-CRE-E Load Deflection Graph brochure for lintel deflection Information. S. Bottom field added rascal to be located a the bottom Of the ]Intel cavity. 7. 7/32' diameter Lira stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In lei of concrete masonry units. 9. Safe load rating based on rational cation analysts per AGI SO and ACI 530 10. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-2% Or other approved coating. II. Lintel$ loaded simultaneously with vertical (eravlty Or uplift) and horizontal (lateral) loads should be checked for the combined loading with the 1,0110 ing equation: Aeolled vertical load Atoned horizontal load S 1.0 Safe vertical load • Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additlonal reinforced concrete masonry above the lintel. See detail at right: 'm • 1500ps1 j. SEE SAFELATERALLOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMJ FULL COURSE RCLR TYP (2) 5 REBAR GR40 or GFI SAFE LOAD 7,45LE NOTES 1. All values based On minimum 4 Inch 1. For composite IIntel heights not shown, use, safe nominal bearing. Exception: Safe loads. for Unfilled load From next lower helght shown. Ilntel® must be r educed L 20% if beelin Ian th la 9 9 9 r Iln el f B. For t s en the not shown use safe load from 9 than 6 I/2 Inches, less t ch n t est le h ex long not shown 2. N.R =Not Rated 9, All safe loads In units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All sari loads based on simply Supported 4. Safe loads based on grade 40 or or"S, aO field span. rebar. II. The number in the the parenthesis Indicates the 5. One •r radar may be substituted for two 5 rapers percent reduction for grade 40 Field added 'In B" Ilntel$ only rebar. Example 7'-&' lintel type BF32-15 safe 6. The designer may evaluate concentrated loads gravity load • 6412na w/ 15% reduction e,472 From the safe load tabl b calOwIating the " 655) = 5501 plf maximum resisting fr 4bfiaflr at pi -away. From face Of support. TYPE DESIGNNI,4 ION rF = FILLED WITH GROUT / U UNFILLED '-QUANTITY OF "5 REBAR AT y BOTTOM OF LINTEL CAVITY OF]& 1E3/1T L QUANTITY OF •5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 5 REBAR AT TOP MIN. (V REQ'D ° I-I/2' CLEAR J 3 LU 0 Tl Q __1 Z •°.' - E GROUT O ii �p e5 REBAR AT BOTtOM • • OF LINTEL CAVITY BOTTOM REINFORCING 7-5/e'ACTUAL PROVIDED IN LINtEL (VARIES) 8' NOMINAL WIDTH SAFE WORKING LATERAL LOADS (PLF) 8" x 8" UNTELS LINTEL SAFE LATERAL lPLP LOADS MTEL Total III TIP- e'xe' PLAIN TmxI loath ".c. FNPSi 19% 3-8 3'-b' Rxaet 1166 fi44 4'•0' -1.Remet ei f-TPrxaet 636 4'-4' 4-B' Pedwt 5B6 4-11 5'-1. PTecaet bale I%5 BBB' 5'-G' Frill 543 Ila d-4- Retst 634 S64 6'-6' FTS III 69 12W BLS' 6'-1' Aemet 518 1217 9'-6' 1'-6' Phi l doe s30 T-1. F"Ol 425 N4 Remit %T V4 B'-4' Aemst 354 145 9'-4- A,ixI, ITT %3 Rx'set IN 453 ITV' Frecaet Its 620 SAC. Frecaet I" 549 R'-b' Racaet 43 504 13'-4' IRRAI IW wall IC-0' Racaet 99 391 14-8' Peetraeed NA. 341 I5'-4' Fintreeeed NA 302 IT-4' Pmtreeed NA. I5 19'-4' Aeetreued NA. n6 20'-0' Preetreued NA. 159 11'-a' Rwkaeeed NA 61 F'i etrawRic NA, lo0 Ill'-0' Ra•tranac! NA. 93 NR • Not Rexei tided SAFE LA OARS (PLIN L PLF) Tyra el DOOR HEADER PLAIN B' DOOR HEADER SOLID Preceal n2 20, Framer 95e 1611 Premee BIN I521 111 105 B06 Ramat 659 IW5 Rill 660 Inl PamN 50 %4 Retest 41 ',81 Aatsa 356 664 FN eat 2% 535 I TT LO S 1;r, CONCRETE P:O, Box 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 iIn' NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENEII NOTES: L G96ES J. kLORDA BUILDINGS CODE RESIDENTIAL, 6TH EDITION (2011) SECTIONS R402.2 4 R606 1.2. FLORMBUILDING A BUILDING GORE RESIDENTIAL, 6TH EDITION CONCRETE E (AV 35-09). 4 2101. 1.4. BUILDING CODE REQUIREMENTS FOR REINFORCEDSMINIMUM CONCRETE <ACI 318-08). 1.4. G ERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER BTRIJCNRES (ADDS 1-10). 2. G(3hIOF9ETE: 21. CONCRETE .COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 P51 2.1.2, PRE -CAST W/PRESTRES6 REINFORCEMENT-6000 PSI 2.13. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO 11' SLUMP, 22. REINFORCING BARS! 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 22,2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A57M A615 (GRADE 40). 2.3, PRE-6TRE8SED STRANDS Al 4416 7-WIRE,. STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI BID. TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN M L 1F1 i TPE LINTEL STEEL 1)1F-LED GRAVITY CAPACITY (AL (OnU GRANtt CAPACITY (IAL (TAU UPLIFTUPLIFT GAFACITY (Ina (AU ' CAPACITY (AL CUTU' BOiig18AR TOP BAR GRAVITY CAPACITY 11.1. PRECAST (Ln (1)n 424 1809 AM 8529 GOOD I.I.S. 1'-1. PRECAST (21 n !D n 2415 3631 3831 ABIS 415 RAW V-B' PRECAST fYln !Ln 118E ITT Illl 33M 33M 4'AV 3.2' PRECAST R)n (Dn 134E 216E 216E Ism 2608 4'-V V-4' PRECAST (L n (11 n 252 2011 2011 2421 2421 5'-4' 4'-1' PRECAST (I15 a1n lees Sal 165r IBC 1011 4'-&' PRECAST (L 5 (D n Sae 1423 1423 1410 1609 6-4' S'-e' RE PCAST (2)14 (2)n AND R83 1283 I2% 1I 4m5 6 b 5-]' PRECAST (2)4 1 (2)n ile U32 1232 1145 ea 6 B' 5'4- PRECAST (2)'4 (2)1 &K IN IBA Gal loss -1. PRECAST (2)4 (2)12 510 Te 5% 825 GB2 T-W a-4- PRECAST 1 M-4 l2)1 551 es Sail 154 GAT B-1.1'-1. PrECABT M-4 (2)IS 518 %2 SRI 10 sS4 SkA41 1'-0' PRECAST KIN (2)R AM as 051 648 521 9-4 V-0' PRECAST (3J'4 (11Q ws 126 126 499 1% 11.1.9-1. FRECA6i (D4 (I)4 S54 615 66 3B0 alit I1-4' 0-0' PRECAST (D5 (2)5 315 561 Bar 511 son 1] 0 0_V PRECAST Me (2)5 2% 535 525 Ill 561 V II'-V PRECAST ()5 (D5 IT A% 495 251 511 13 4 11-e' PRECAST (2)5 (1)5 INS 46 Ras 214 44t 14-0- WAS' FRED'er (2)5 11)5 239 1 4se 630 50 Sea 14 a 8-41 PRESTREB%P G)4 (Ln N¢ 46 46 130 446 ]a Ill 14-a' PRE6rRE)9Ep (2)4 (Ln NR 31% 319 110 401 Ir d W'-@' PRE9rRE95Ep. (2)•4 (Ln NR Ifs 288 163 311 19-d' 6'-0' PR ESTRESSEP ME !2)5 NR 721 214 131 ]54 PRESTRESSED fL5 (L9 NR 701 WI 112 231 11.4' 20'-0' I',, ` S l215 (315 NR Al nr 101 208 22 0' 20'-8' 91TESSED felt fL5 NR 164 W4 Gm 195 14.0' 12'-6' PRE61TE66ED f21? f3)5 NR B1 62 B/ 163 - NR. NOT RELGM•ENDED TABLE Nu 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) a" X 16" COMPOSITE LINTELS LINTEL LENGTH CLEARM SPAY L TEL TYPE LINTEL STEEL GRAVITY CAPACITY Gt(I IT (IAL (TAU UPLIP CAPACITY (IAL (IAJ CAPACITY UFACI (IAL (aY511 BOIIOM BAR TOP BAR CAPACITY (OAL(In0 I'-0 •6 C i I). 0000 Iee6D lefts 0000 3'-1. I'-1' PFELABT (2)IS (2)n 5931 come Gees ease 4,0' 1'-8' RECAST (Ln VIC 4261 0009 8139 0000 4'-6' 3'-1. PRECAST (2)n 1L5 3211 Val 65W Volvo CAA P-4' PRECAST (110 (2) S 1944 SAM 6049 lease 5'-4' 4'-01 PRECAST @)5 D 4623 b431 4421 1041 5'-I0' 4'-b' PRECAST 0) is fViS 391E 5015 3600 5430 6'-4' 5'-0' PRECAST G)N TV `2 4115 4115 I%I 4411 5'-]' PRECAST (2)•4 (2)12 3934 3N4 3810 461 6'-V 5'-4• FRELA6T (e)•4 (2)9 3115 Ells 265E sea 6-T PRECAST G)•4 0"12San 2030 a06e T-8' 6'-4' PRECAST (2)14 eU 1r% 531 ]931 11-1.W'v FREG06T UV-4 e2MI n54 2102 PRSCA6T (1)•4 e223% is" 1506 9'-4' a-e' PRECAST (1)•4 eV INS 230 10a5 PRECAST (2)% (2SirWIT SRI 1695 II'-4' 0-0' PRECAST (2) is ( 1455 its 15N PRECAST MS (L5 635 1335 SIT art R-b' 11-I' PRECAST (2)5 ( @51 I251 IN low 13'-4' 12 -0' AST (L 5 M 5 1144 1144 545 Ills 14'.0- I.-F AST (2)5 (2)5 1101 Gab 4% TOR 14'-8' 1T-4' a 881 Mix (2) R M5 MR lei WS 15-4. 14.01 WEB %ED (2) `4 (2)n R91 1291 411 523 1-4' 16-e' Plate ai (2)4 (2)n Ste N3 325 641 19'-4' IB 0' PRE81fE65ED (2) 'S Ills IRS ley 260 0 20'-V IB V PRE (I)5 (I) is 119 129 143 419 2.4' 20'-V PRE61RE58ED Q)5 (1)9 633 633 113 410 R'-0 20'-B' WE6TRE59ED (a)5 (L9 53 521 200 394 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL Lavi CLEAR SPAN LINTELITPE LINTEL STEEL GRAVITY CAPACITY 6015E (1AU GRAVITT CAPACITY (IAL (TAU UR-FT CAPACITY (11AL Ill UPLFT CAPACITY (ML GAJ 507_CM BAR ToF eAR L 9-6' I'-d' PRECAST (2)0 fain 16A6 1=0 10ads 10= 40' 2'-8' PRECAST (Ln (D 550E 10090 1000e 10000 11-1. 3-T PRECAST U)C (I)n 4142 10000 B541 0000 D 0' 3'-4' PRECAST D,V M'2 31W 1=0 its Is= SAW 4'-s' PRECAST (I)5 (7)n SIAS Race 5136 lease 5.10' 4'-W PRECAST CV5 eN'I sale BT09 weer %44 6-4 S-0' PRECAST (IY4 (Ln 6152 6152 3%T 114I 6.6 5.1' PRECAST 0) `4 (2)1 6250 62W 36A5 659E 6-B 5.4' PRECAST (D•4 (2)n %16 Sea 3441 6124 1.6' 6-T PRECAST (D4 ! n 4312 43R 2636 4509 t 1' 61LI 6T (1)N 4039 4099 2508 4202 8 -0' 6'-1. OAST (D•4 A)'2 3130 3130 2216 3859 B'-4- 1'-1. PRECAST (2)14 () 3420 3410 301E 3%I 8'-0' PRECAST M`4 2134 2134 1610 INS i V-3' C46T (I)4 (2)12 IIII 2211 1233 2289 II'-4' 0'�' PRECAST 0)15 9 954 R64 1037 2699 ISAV 0'-e' PRECAST Mis (L5 lilt 1119 910 62B I2'=6' 11'-2' PRECAST (I)is (L5 1667 Wb1 No n01 14' 11'-s' PRECAST (15 !L9 1581 Isar 113 114 14'-0' IT-V FREOAST (L5 (2)A El NO 636 De H-B' R.A. FREerais9ED (2)14 (2)n INS an 561 1131 15'-4' W-0' PRESTRESSED l2 fan r I d 5% 1050 11 4' I6'-0' PREsSeNt (2)MI (2)n B30 DW 411 824 19-4' 18'-0' PfESTREBSED (L9 5 1711, m53 053 334 659 20.0 IFS. FFEE6TRE56ED IV 5 (L 5 9l9 919 36 615 21 M)5 B52 B52 ]13 S40 0FRsam66ED Sd-0 2m-B' FRE81RE6EED (L5 (2) IS 191 l9l 251 80T 24.0 12-8' FRE D (215 659 659 26 475 RlE _jAlo 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X. 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL III LNTEL 87EEL GRAVITY CAPACITY lent flAJ GRAVITY CAPACITY (ii elAtl UPLIFT CAPACITY (IAL (1AU UPLIFT CAPACITY e AL OMNI 60TTCM SAR TGP BAR '-1 11.0 C T (i)n ( G 115 lemma 3.6' 1 VAT PRECAST Mn (LPL See IeaOe ideas Idea 41m0l Two PRECAST (2)it !D5 613B 0000 ease None 4'-6' 9'-1' PRECAST (2)n (A7 5�4 GD00 G000 4-B' 3'.A' PRECAST (I)'1 3 4659 G0� %39 Iss00 1-4 A'-0' PRCAST (2)5 (IA less looloo 1051 Immee 5'-1' 4'-6' FRECA9i (2) 5 (] TIC 6231 woo 5T36 Gomm bA' 5.0 RECAST !L-4 (19 907 10060 4754 9450 6-6 5-]' FECAST (2)-4 fvn seat WOO 441 891E W.V S-4 PRECAST G)14 (1 8114 eUfn 42M a4w FRECAET U)'4 (2)1 be% 6416 3242 6471 1'-e' 6'-4- PRECAST 1)-4 !Dq 503E 6036 3085 616E 1'-11 RECAST M-4 O 5%r N67 280E 559E 1'-0' PRGET (2)N (i)7 ABET 5551 sees, 9'-4' B'-0' FIRE (2)4 CiETII Size All RIO 3%8 10'-6' 9'-R' CAST fL'4 (1) Sal owl IE20 Eels 1r-4' 10'-0' PRECAST W 5 2%3 255E ITS I604 R'-0' 0'-B' RECAST (2)5 (D ISO IN* I123 1191 PG RE57 (1)5 (2) 2141 1141 =2 Sets Pitic, (2)5 ( INS ''.A's EST all WAS PRECAST !D5 r2l 11, It18 181 Naas, PRESTRE% 6)N ! I345 2345 653 128E PRES (2) 2136 5% Ills n-4 W'-0'W5 1660qt4Wi PRSTRE66ED_310 1310135 IB 0' FRE6TRESEED (L520 1219 b% 0' T %ED1219 67 ]635 10-e' PREVIRE68ED (L5 (, 21-B FRE571teaED (1)5 19 K4 824 4'13 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (CAL (TAU GRAVITY CAPACITY (IAL (1AU UPLIFT CAPF.QTY (]At (TAU UKIP CAPADFY (MEL GAU BOTTOM BAR TOP BAR 2 (L5 ffi 10oda 00 3 b 2 2' PRECAST (2)n f2LS "I 0000 10 "Mi Gd09 1 0' 2 V PRELAET (2)11 (1)1 rare looms 0000 Im90m 4 6 3'-2' PRECAST !1)n DVn 600r see 106D0 000m 4 B 3' 4' PRECAST (2)n (1)n 5509 0000 4000 0000 5 4 4-0' PRECAST (1)5 NA sort lowo U65 GOOD 3' 10 4.S' PRECAST (L5 (2) 1 1381 10000 al 0000 6 4 3-0' RECAST (I) (Ln imw 10000 6641 0000 6-1.5 T Fall U)4 (Dn 100ds lease Sale 0000 6-1.5 4- PRECAST (2)4 (2)12 %50 leads, 5021 0000 76 1 6 2' RECAST 1 (2)4 (2 )IS 1 1 408 S%l 3946 169E l'B 6-4' PRECAST 9168 3661 INS B 0 6-0- PRECAST e2)N (2)N (2)4 (2)n 64n 1591 3318 666 6661 B'C T-e' RO,67 PfECA5i (L'4 (2) IS 519 5%4 693E 3031 6031 9' 4 8-1. PRECAST (2)-4 e2A 4561 Ease 235E 4T45 0 6 9-2' FTEC45T (L4 (2)n M26 3894 Bar 3663 G'-0' PFELABi (LS (1)5 3290 Mae B11 Ease' 9 10'-8' RECAST (3)5 ) 1938 I938 5% i133 If-k PRECAST (2)is (2)5 1T6 210 In 2499 4' R'. RECAST ev5 (2)5 246 24e IONS 268 Ill-0' R'-A RECAST G)A Ms 21 226 991 1941 Ill'-B' 13'-4' PRESTRESSED (114 () kill ]BTI Ile 143T IS'4 14-0' PRESTRESSED (1)1 (2)5 Ill266 663 BR 7' 4 Ib 0' E PRE3N 95ED (8 '4 f1)5 2023 20es 54, GIa I9 4 180' F'REETRasel IfL5 16s1 N3 B6 3m' 0 IB e• PRE91RE9SED f3)9 f8)5 N9i Mae3B5 rt I3 I4 30-0' PREB (S)5 (215 OS 335 669 210 IO-V RESTRESeED (VA (2)5 123 In 311 6]9 24'-0' 22`-B' PRESTRES%D (2)5 (D5 1014 GH.. 266 511 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL RAIN GRAVITY CAPACITY GRANT" CAPACITY (SAL f1A2 GRAVITY CAPACITY (V'A (IAU UPLIFT CAPADIPI MIN, (1A3 UPLFT CAPACITY (IAL f2AU B;Trom BAR TOP BAR -770-71EI PRECAST 2) 3 6 2-e PRECAST f2)n )n 6B. 665 665 240D 14� 4 0 2-B' PRECAST (2) (2)R I61 Wr 663 663 A al 3A PRECAST (2)n are IN lei AN 409 4 B 3.4' PRECAST (2)n (1)n as FON GBI 6% 6% 5-4- 4-0 RECAST (2)IS (2)1 659 See 990 IIW 1114 5-G' 4-i' PRECAST !1)9 fan 5 006 E09 938 %6 6.4 5-0 PRECAST (D4 (Ln 4N 141 141 115 02 b 6' 5-2' PRECAST 3 416 TB lit Tee 820 6-B 5-4' FRECAN 2 (1 n 45B 699 693 6BB ISO l b b-]' )• n Be, 5% 586 5]5 ball 1 B 6-' (2)4 G Ns WE 5G6 499 64l )N fa)n 353 5% 536 52 609 B-4' 1• C T M-4 TV 334 501 E01 N 516 9.4' 8.0' CAST )N (2)n 1% 435 4% 316 4% 10.6' 9 2' PRECAST ' (2)5 t45 all 312 239 423 II.4' 0.0' PRECAST )5 felt 110 345 Be, Be a'. R'-e' 0-6' PRECAST (2)5 20) Is,? 1B2 n3 215 @'-6' II'-1' PRECAST 190 24 243 51 23. 13'-4' R'-0' PRE 1 )9 61 61 IN Bs, IF, 14'-0' R'$' PRECAST fL5 06 60 I Gil 6t TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY CAPACITY GRAVITY CAPACITY ill UDAU WAFT CAPACITY fli (TAU IIPLFT CAPACITY (IAL (In1 UPLIFT CAPACITY lint e2AU 3017d4 BAR 1 70P BAR 3 B' -4' T 2 n L n I%0 6sl we 34 22 4-0' 1-11 PRECAST fI)n (Ln 1[31 1425 b15 ]as Al 4 T 2' 0' CAST (L n lL n 1042 1320 1320 ITS Ile 3-0' CAST (Ln f21n %3 R30 230 6% 15% SAW 3.4' FRECAST (2)n f3/n B06 10D 11 1 13% 3% 5-8' 4'-4' PRECAST (2)15 fan 5% 546 B46 lose 011 slab V-4' FRECABT IV-4 lLn 458 693 693 650 lee 1'-8' W-4' PRECAST (2) 14 Ln 315 %B Sea 499 641 8'-9' TL` RECAST (D'4 (D 316 4al, 4W 315 546 8'-4• PRECAST (L4 lI 5 113 As 46 2% 412 235 CONCRETING OPERATIONS SHALL COMPLY WITH AV STANDARDS. - 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION 5HALL CONFOR`7 TO THE 5PECIRGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI ' 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FM 1500 P61. 33. MORTAR SHALL BE TYPE S 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 5' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING GODS RESIDENTIAL, eTH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 Ig 1) #5 CONTINUOUS Ig -(1) #5 CONTINUOUS 313, l-SIMS' KNOCKOUT BLOCK _ 313, / r8•X78• KNOCKOUT BLOCK - •••• /.•A DOD PSI GROUT PLACED IN FIELD) '"" • •- A(j j000 PSI GROUT ', (PLACED IN FIELD) • tr TOP BARS: '^ • TOP BARS: :�" SEE SCHEDULE :F,'� SEE SCHEDULE 1r 1 6 - •• •' (1) #5 CONTINUOUS r` (1) #5 CONTINUOUS r` •• 7/32" STIRRUPS AT 4'-0• cc 7/,32' STIRRUPS AT 4'-0• cc (PIED OR WELDED) den, r w (11ED OR WELDED) BOTTOM BAR BOTTOM BARS SEE SCHEDULE (PRECAST) SEE SCHEDULE 8/111 #5/(1) #5 PRECAST (2) STRANDS 7/141 7 WIRE STRESS RELIEVED `770ko1 PRESTRESSED 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE No 6' REINFORCING 29HEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH 'CLEAR SPAN LINTEL TYPE LMTEL 51E1. - 50TT;;SAR7 TOP BAR On f315 (2) n (2) n (2)IS (LHi! GRAVITY CAPACITY ill0AJ GRAVITY CAPACITY ([At(M5U UPLIFT CAPACITY HAS. OM UPLIFT CAPACITY (IAL DAL 1-Fe 7 RECAST 5000 066 0000 3'-6' 1'-e' PFECA5i GOOD 1DOM 4 0 1.0' CAST 9 e 000 0000 aft, 10000 4 6 3-I' RECAST 6940 120e0 loads, Io ft, 4.8 3-4' PRECAST (2)n 0) `1 6364 lease G000 0000 5 4' 4.0' RECAST (2) 5 (2) n 1000E lease %19 10090 5'40 4-6' PRECAST (2) is (2) IS 864E ease 1016 1e090 b1m4l PRECAST M-4 (2)4 10e00 10000 6529 Dame SAC 5'-P PRECAST M 14 1 000 10" 10m00 Gm00 665 5811 10000 10000 11". 5'-4- PRECAST (M-4 Mn PRI (D'4 (1)n W8I 0000 4455 Rib PECABi <U'4 (Ln 8I12 DOW 42" 8491 8.0' 6.8' PRECAST (2)'4 yn 1436 11 3853 TTII 8-A' 1-0' PRECAST <D4 (2)n S194 0000 3516 Ime $All B'-0' I PRECAST Mix ez)n 529E bin tin sad WAS, _11 0A2' 1 PRECAST (2)4 (L5 Deft 504E 2094 44 :4 0'-0' PRECAST (L5 (119 4I]I 4I11 I163 3599 11 0 10'-B' PRECAST )5 (L5 Ells Ells 1549 3n0 R 6 II.2' PRECAST H l215 0) IS 34n MR 1411 SB99 13-4 R'•0' RECAST (2)5 (2)5 293E 1t% los _ 1516 - 14'-0' R-a' RECAST (I) 5 _ 611E ON 2131 Imes 2260 14L8• 1i PRESTRESSED (2)4 (2)12 3231 3231 149 1404 Elf 14-V PRESTRESSED (2)4 (2)'1 IRAs Ius b% 55 4 1-0' P''E6TRE6EE f214 n 11Bs 21BD 532 I 5 B 4' 6.0' PRESTRESSED (2) 5 () IS lees 613 4I6 10- PRESTRESSED (L5 (2) IS BB W% 391 in l% 21 4' wr 10.0' FRESTREOBED (D 5 (2) 0 141E 141E 9 I2-e 20 B' PREB Si (e)5 (2)5 13se121 24'-0' R'-B' PRESTRESSED (1)5 ?2) -E 1141 1 1141 SAM 44 REINFORGINC SAFE B" } LINTEL CLEAR LNTEL TYFE LINTS LBY•iH SPAN BOTTOM BAR enlN tDIW • f . ' - NIN YA ,lrD N �i • •j iv [T HIWGMW 10 7�rl�18 i TABLE No. 8 SCHEDULE & LOAD CAPACITIES WORKING LOADS (PLF) 14" COMPOSITE LINTELS . i1EEL GRAVITY GRAVITY CAPACITY (IALQAU UPLIFT CAPACITY LA. OA1U UPLFT CAPACTY OAL(2A1 TOP BAR CAPACITY (DALOI 5 I 5014 G000 10000 10ed9 (2)n 3651 1 1440 (DOOR ( )n 2141 10I1 %R W20 !Ln 255 6231 530 1216 (Ln 4111 "IT 3161 45M (2)n 3 44 3564 3065 386E (2)1 3038 3038 1 EI19 Dun2%1 2681 139E em (2 n 2136 Ill 215E INS, (Ln 21W Its 1129 ISM (2)n 10a Ida 1645 22A Mn 1951 Bel 1494 ease INS 635 RISE as(LPL 1511 511 G54 1511 (2)2 Use 126E Eml 1314 list US Sri IIB'. (2)•3 041 1041 594 1081 f2 9% °.99 541 =5 (2) 10 902 465 We _ U)'3 642 04z SAG 414 as IS i .,�• ` �.. e,t m � • I• •• � 6 S lagb' 7 111 B/32-5--(1) #5A1) #5 3� A R C H I T E C T S �. V LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 L\0000■0000J svBDIv. 8e LOT: OAKLAND LAKE (LOT #25) MODEL 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 313/I DAY' 11/30/16 Sc1 11 T/4"=1'-0> S-(1) #5/(1) #5 SHEET 11 3.1 Or SQ.FT. CALC°'S 15T FLR LIVING 1,033 SQ. FT. TOTAL LIVING GARAGE ENTRY PATIO 1,533 411 22 21 SQ. FT. SQ. FT. $0. FT. SQ. FT. TOTAL 2,251 SQ, FT. CUBIC VOLUME LIVING 15,l SQ. FT. PONENi AND CLADDING WIND LOAM BASIC WIND EXPO3tJRE FOR 3 SECOND OUSTS CALL • SWAM WWDR DESIGNATION SCM ZONE 160 MPH WIND FOOTAGE WIDTH HEIGHT I 22 3068 DR. 40' 80' 4 21.9 / -30.4 2 34 35-51-1 53, (03, 4 31b5 / -41.11 3 112 I6 -01 IV 84' 5 2531 / -3139 OHGD 4 11 25-SH 38, (03, 4 213.65 / -3220 EGRESS 5 11 25-514 38, (03, 4 29b5 / -3881 EGRESS/TEMP. 6 54 8068 SGD 98' 80' 4 2132 / -29.88 1 33 (2) 25-SH 15 I/V 63 1/4' 5 2830 / -36.18 EGRESS 8 34 35-SH 53, (03, 5 31b5 / -41.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENTll C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 1/2" 11" 2'-0" 6L. T6 " LA1E v m CABINET V 1ED a Ib' or — SECTION BM Q0 LN 23'-9" II'-5" 21-4" 3'-0" 25-SH O EGRESS TEMP @ Q� I 9UN I� BEDROOM 2 0 10-1' x II'-2' - @ BATH 1( )ICI m 8'-8' CLG. _ @ m �4 ° ' a . m ti' R/T b C e0 R/T - uw BEDROOM 3 " 10'-O' x 12'-8' m A/C 8'-8' CLG. II I5, 0 I I i 8 S CLG. ate; I� NL�� {l I II III k—� I COND. LLARD F---_ 22X36 ATTIC ACCE55 — 0'-10" PANEL PAD -OUT STRUCK BLOCK @ a GARAGE WALL M.T SHOWER HEAD a V-8' AFF. PATIO GREAT ROOM 16'-6'x14'-6' 8'-8' CLG. 17'-3" 13' -8" 14'-6" 1 7'-3" @ (2) 25-SH O EGRESS n� I1'-0" 5'-2" @ C -- J�-------- — — — — _ S_ _ — '—w---— II OWNER'S SUITE IT-6' x I6'46' 8'-8' CLG. 4'-0" ,2'-4" 1'-0" j I\� //I e e - II o �o N I: DW.I I I a r SINK N 0 IR-16H ' — C WR/T > 0 2'-IO" _ 4'-2 OUI°TS E C ATHB a-acLG. 1 •° KITCHEN I IcLG. PAP OUT a' -a s'-e' CLG. WALL 's I 60x3 l2' AFF. 'v10 1, 7 It SHM e Lg' IR-ISH 10' 10" I' 0" I 4' 4" III 1 _0, 6 _0 7- 0 I I FOYER III _ SHOWER HEAD 2-CAR GARAGE I I--� e'-e' CLG. III a V-8' AFF. 19s2a CLG. DINING ROOM I I III W 10'6;x11'-e' e-a;CLG. IILK IIIQ DEN III I I O III 111 12'-2'xl2'-I' 5,4, cLa I6'-0' X T-0' OHGD M.T. a� 0 2 �� v V35�0 2'-3" 16'-0" 2'_3" 4'-6" 4'-6" '-0" 4'-8" 0" 1'-I1" 5'-11" 9'-0" S'-8" II'-10" 1_�1 �11 FLO R PLAN SCALE: 1/4 111 1'-0' ELEVATION 'A' r � —48' HIGH KNEEWALL W/ CAP m m 0 a A R C H I T E C T S Design Grou Inc. vvvvvr� au av PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII ��ommom�■vo� O a C6 10 'E O C SUBDIV. Be LOT: OAKLAND LAKE (LOT #25) MODEL 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATt: 11 /30 /18 SHEET 4 OF A R C H I T E C T S Desirn GroulsInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll Lv��000�am� SUBDIV. Be LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA 11/30/18 8( AL`E: 1/4"=1'-O" 1 J2 J4 J6 JS is JB JB JB JB Je JE JE JE JE JE JE if if if if if J, J: i An,_n" � ° a a a �a a a 0 0 In co a a Q a i 2� 2 2' 2' I1 J2 j J4 I J6 JB I J8 l• _ JB "i JB JS J8 JB JB JB -1 JB ..18 J8 I I J8 J8 J8 J8 I J8 1 J6 J4 J2 I n m I 'CI y — SCAL 7' 7• p/ I I INK J2 11 030 J 2A I m 7 D C 20-6 c-? 9-0`222 0"'' 4-8 2 —U_ N 11 —10 B 9=q REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ROOF PLAN 3/16 = V-0' ELEVATION `D' APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,_8„ 5 F' CC WON 011�00"la .11'44 8" BRG. ALL CEILINGS ARE FLAT AT BEARING HEIGHT I TYPICAL TRUSS END DETAIL HANGERS TO BE USED n) or (Z) HUS26 © HGUS26-2 (E) HGUS26-3 0 (D CONNECTION (3) HUS26 QC THDH26-2 EQ THDH26-3 RT16A BY BUILDER FILE copy pJ REVIEWED C t REVIEWED AS NOTED iJ REVISE & RESUBMIT LI REJECTED / RESUBMIT ❑ NOT REVIEWED 11 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 cornetions 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 subcontrifietots, performance of work in a safe and satisfactory Mann and for full compliance with the tract uments. G' r REVIEWED BY GROUP NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED r� E DATE All spacing is 24* O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility A the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY 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 DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY DE REQUF D IN SPECIFIC APPLICATIONS. SEE 'SCSI-BI Summary Sheol COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (1PI). TRUSSES ARE TO 1E ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY 10 THE TOP CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION To PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E.q 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 ET, 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 Wlnd Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 It. ®Hm M M.Mv S4ucl Ena 076MI 259D N. KINGS HIGHWAY FL PIERCE. FL 349.5I (772) W-4160 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design S0UTHF?RN TRUSS (772) 464 are the responsibility of the building designer or his engineer. CO INC. Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 t CUSTOMER: — 1833 112/21 /2019 1 dhc C0 1 N �J it )IL 'Od )IL "m S 4 /)IL JIl J D T 111J E CONTROL CATE. 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT'GRAVIrY FASTENER META-16 1450 PTA 16-15 '.4m0 (1) 10d x I IQ' I -PLY, (6)16d 2-PLY, (USE. (10) IOd X I IRA - NO Ibd OPTION) (2) ME'A-I6 1965 (2) HTA I6-18 26mm 00) 10d x 112. 1-PLY, (USP: (10) 10d x I Ia.) 1900 (14) I6d 2-PLY (USP: NO I66 OPTION) HET4-16 1810 HTA 16 1615 (9) 106 x I IRA I-PLT, (5) 11 2-PLY USE (10) 10d x I Ia'. NO III OPTION HETA-20 ISO HTA 20 1615 (9) 1Od x 1 I@' HPLY, fB) Ibd 2-PLY USP: (10) 106 x I In-, NO I6d OPTION } 12 HET4-20 2035 (2) H74-20 3110 (10) 10d x I Id' I -PLY USE- : (10) 106 x I IRA 2500 — (12) I6d 2-PLY )USP: NO II OPTION) Z Q LGT-2 2150 LUGT-2 I9I5 (V - I/4' x 2 1/4' TITEN, 2 PLY IUSP: BLK (5) I/4' WE, WOOD (I6) l0-a N DETAL-20 24W NO USE CONVERSION FOR SIMPSON DETAL40 (IB) - 10d x I IR, I PLY Q MST 3965 MUGT 4000 (1) 5/S' ATR IN HIGH STRENGTH EPDXY (MAN 12' EMBED), (22) Od TO WOOD (USP: (25) 10d TO UJOCD) HST-2 - �I HUGT-2 9365 !2) 3/4' ATR IN HIGH STRENGTH EPDXY (MAN. 12' ), (16) i0d TO WOOD (USP: ULCOD (E) 10d) HGT-3 10530 HUI 9365 '2) 314' ATR N HIGH STRENGTH EPDXY MM IT EMB DJ (W)10d TO WOOD (USP: UVOD (8) ISd) LGT3-SD62 5 3255 LUGT-3 5330 '112) $05 1/4'x2 IR' TO GIRDER, (4) 3)e' x 5' TITEN HD 0 UI4LLGONG. (4) 3/8' X 5' UFDGE BOLT, WOOD (2) W825 _iA2 1210 PARALLEL UL WALL 1210 PERPENDICULAR L WALL ),PTA 1555 �10) Od! x I -IQ' (USP: (10) 10d x I IRA VGT 4940 NO USE CONVERSION FOR SIMPSON vGT ('J 5/B' ATR M NKiH STRENGTH EPDXY MN 12' EMBED), (t6YSD5 1/4'X3' TO W000 (2) vGT TI55 NO 45P CONVERSION FOR SIMPSON R) VGT> (2) 5/8' ATR M HIGH STRENGTH EPDXY fM@L'R' _-) f32Y9D5 I/4'X3' / 2 PLY M76-12 1000 MTW 12 1595 (14) 10d x I VP ( : u) IOd x I In-, (14) 9tl) HT5-t6 ISO HTW I6 1660 (16) 10d x 1 IQ' ( : (W) 0d x 1 1/Y, (16) 10d) HT5.20 1450 HIP 20 2045 (24)10d x IIR' (USP:(24)106 x I IQ',(20)IOd) eTS-24 1450 HTW 24 2045 (24) Od! x I V)' (USP: (24) 106 x I In', (20) 10d) LSTA-12 + 925 L8TA 12 9T0 NO) l0dI USE: (10) led L5TA-a . 123B LSTA 16 1360 (14) I0e USP: (14) 101 M57A-18 .* ISIS MSTA-18 BID 04)11 USP: (14)10d M8TA-24 .. 1640 M8TA-24 IT5O (B) 10d USE; (IB) IOd a- M5TA-30 ++ 2050 MSTA-30 2140 (22) lad USP: (22) IOd < MSTA-36 - 2050 MSTA-36 2525 (26)11 48P: (26)ICE H— M5T1-36 3800 K-T1 236 3090 (36) IOId x l VY USP. (36) 10d z I IRA N MSTI-48 5065 KTB 245 4250 (48) IOd x i w. USE: (48) IOd x 1 IQ' H6 950 EFTA 6 BB5 (0) Bd TO PLATE@ 18) Sol TO STUDS (U51F: (16) ed x I IRA, (U) ad) SEW 885 $PT 4 945 (6)1Ud x I W. TO STUDS USE: (6) Od x I In' TO STUDS 434 395 MP 34 410 (4) 8d x I Ii TO BEAM, (4) 8d x I VP TO POST. USE: (4) ad x I VP TO BEAM, (4) ad x I In' TO POST. HCP2 645 HHCP 2 1010 (a) 10d x I In' USE, (10) 10d xU In' TO TRUSS, (10) IOd X I IR' TO PLATE HOA 1340 RT 16A cao (0)10d x I III' USE: (9) 10d x I In' TO TRUSS, (a) 10d X I IRA TO PLATE VGT a HCU4 4565 PHD 4A 4535 06)-SOS 1/4'x3' TO WOOD, (101-SD8 V4W Ia' W/ THREADED ROD, (2) WTS/IUASHER/2 PLY USE; 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, eO) WSW WOOD SCREWS VGT < HDTB 4940 TDX 10 511m (I6)-SDS 1/4'x3' TO WOOD, l3)3/4' SRt) BOLTS W/ THREADED ROD, (2) WTBNIASHERQPLY USP: 7/6' ATR MIN, T' EMBED. SET N HIGH STRENGTH EPDXY, (4) T/B' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 SITS (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBEDJ IN CONI NI I66 TO WOOD LISP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 EaS (U 5/V A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' E EEpJ IN CONC., (1211bd TO WOOD USP: SAME AS SIMPSON V% ITT ++ 1340 LTS 19 1205 (U 3/4' AT.R IN HIGH STRENGTH EPDXY (MN To EMBED,) IN CONC, (8110d TO WOOD USE. SAME AS SIMPSON 0 LTT2mB ..« 1500 ITS 20B IIm5 (IJ V)' AI IN HIGH STRENGTH EYPDX(MIN. 7EM18i IN CONC, (10A0,F1 TO WOOD AaP: 314' ATR MIN I- EMBED SET M HIGH STRENGTH EPDXY, (10).10d, (10) IOd x I V2', 2-IR' _ U H-T4 4455 HTT45 4465 5.'S' ATR IN HIGH STRENGTH EPDXY (MIN T' EMBEDU IN GONG, (W) SDI X I IQ' (USP: (20) Wd X 2-In') �= PAIS MORE NAIL OPTIONS, (20)10df, (20) 10d x Ha', (20) I6d x 2 N' Z Q HITS 5090 HTT45 543m (U 5B ATR IN HIGH STRENGTH EPDXY (MIN T' EMBEDU IN CCI (26) Ibd X 2 Ia' (USP: (20) I6d X 2-Id') USP HAS MORE NAIL OPTIONS, (28) IZd; CIIN 10d x I -IQ', (20) I6d x 2 IQ' HHDQI I-SD5 2 5+ ! 11010 UPHD it 12m90 fU 1' ATR IN HIGH 5TRENGTH EFI (IYN. 10- EMBED.) IN CONC„ (24) $09 & x * WOOD 9CAMUS (USP: (24) W83 WOOD SCREW PDTB 6645 TON 10 BIC f V TB' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBEDJ IN CONC- (3) 3)4' STUD BOLTS TO WOOD CUSP: (4) 1/0' BOLTS) (n MBPA 356/1125 3475 5330 NFM35X12U 3165 1130 SIMPSON, (1) 3/4' A.T.R IN NIGH BTfI EPDXY, (MIN. 615' EMBEDMENT) IN OM11 TOP, (U 3/4' ATR M HIGH STRENGTH EPDXY, (1116]5' EMBEDMENT) IN OMLL FACE, (18H0d TO BEAM U6P. (V IRA J-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4- FROM EDGE OF CONIC W/ 3/4' DIA TNl RAMEET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR BQ W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. � LLJ (.� HUSC412 (WOOD) 3635 2660 (PLR) HU5412P 3m6O 2530 fFI (10) *d TO HEADER NOII TO UILVD USE: 5AME AS SIMPSQN 1 3265 (ROOF) 3225 (ROIWT Z HUC410 (C-II) 1010 BOSS HD410 IF IS05 31T5 (0) I(4' x 2-3/4' TITEN (9 PER III TO CMIU, (10) 10d TO UIDOO: (USP: (IB) V4' x 3' W53 SCREWS, (10) 11 TO WOOD. a = Hi (CMW 1810 5m85 HD210-21F 1505 3115 (11 x 2-3/4 TITEN (9 PER FLANGE) TO CMU, (10) lad TO WOOD! (USP: (18l 1/4' • 3' U.153 SCREWS, (10) 111 TO WOOD HL'C210-3 (CMW BID 4000 HD210-31F 1905 31T5 /IB) V4' x 2 3/4' TITEN f9 PER FLANGE) TO CMW (I0) [Q3d TO WOOD: (USP: (18)1/4' x 3- W83 SCREWS, 00) 10d TO WOOD LGGM26-2-SDS !430 5595 NO USE CONVERSION FOR SIMPSCN LGUM26-2=9F?S (413/6' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 11 505 SCREWS TO WOOD HIGH STRENGTH EPDXY : SIMPSON 'SET EPDXY -CIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN T' DEEP, THE VERTICAL CELL IN GM L'. WALL MUST BE `-LED SOLID w/ GROUT. • 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10a x 116" NAILS IN CONJUNCTION WITH A 23% RE '-� ON 1N THE ALLOWABLE LOAD. WR-EN APPROVAL FROM 4E ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR -O N67A]__ATION, In ,• MNIMUM EMBEDMENT INTO THE TOP OF A BOND5EAM WIL_ BE 5%MINIMUM EMBEDMENT INTO THE O.,ti� * 1__ BE T' W H A.T.R. = A-30T ALL THREAD ROD (SIZE, PROTECTION TYFE,-ENGTH, ETC. VARIES) OBECAUSE OF THE WIDE YARIETT OF MAIERRALQ LOCATIONS, AND CONDITIONS THAT MAY AFF'EG CN'ECTOR5. -HE CONTRACTOR MUST BE RESPONSfS_E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION s UsED. :-A153 - CG SAL'/ N ZED C NN TOR b A5TENER5 GALVANIZED PER AI ':;HEN USING STAINLESS STEEL CONNECTORS USE STAINLESS STEEL FASTENERS WHEN US Z. AX / , USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROY+.L PROM :HE ARCHITEC7,FNC NEER OF RECORD PRIOR TO USE - ALL CONNECTOR VALUES BASED ON SIMPSON WOOD CONSTRUCTION CONNECTORS C-20'3 ,'HIGH WILL-RE51STANT CON67RUC 101 O-HUOB AND ANCHORING . FASTENING 515 EMS FOR CONCRETE I MASONRY CATALCG- C-5A5-2m2_ 2 x 12 (•2 SYP) -IAV OSB (TYPJ NAIL (,3) 12d m 6'-5' O.C. Ti 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO li Ui 4'-II 1/2' ,'-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 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE J8 J6 J4 A DIAGONALS FOR BOTTOM CHORD BRACING e 20'-0" O.C. MAX (TYF.) DIAGONALS FOR BOTTOM CHORD 3RACING la 20'-0" O-C, MAX (TYP-) (2) HETA-20 Q Q Q Q `' 4 Q Q N m {`ii r (4 �Q�if 11 III II II II If II II II II 11 II II II II II $TINT � II II II II III II Ix4 I TM- CHORD J u w I) II II BRACING 12 D.C. MAX,- 11 11 11 it ' n II II n 5ECURED W/ (2)10d— u ° COMMON NAILS e I m II II II II II EACH CHORD 11 III=== II a INTERSECTION (TYR) I II II ''III!III� "�IIIIII� II II 11 � � II II II 'I �I— II III ---- II - II _ II II 11 II 11 II II II II\Q II I� r � II II II 11 III Nil y/A it II II � II I II II II I III II I I I I II II II II II II RIDGE it —fl-- it u u u II If 11u n ,4 It u=__ II II II IIII II III I If 11 ====�11 II II II II QII 11 II� II Ij=II—IIII ATTIC L=ACCESS � II II II I _ t1 11 jIII n w — lu II II I I u m la II II II II I II J. I. II JL II —I� II — —JU'^ IL ----� I II II II 11 II I I III I f lu u u u n n u= II (I u I n u pj11 n E___� II � u u I I III II u m -___= 11 II NIL II II ',' II II II II II I II �II j1' it II III MIS I u m m u u n n u II a 11A 2 II ti� II 11 III J2A it n u u n u r✓�° Nt (2) HETA-20 II III II '11 II II ih — = III II II (2) HETA-20 II FRAM LAN OOF ING �V SCALE: 1/4 111 // ELEVATION 1 (2) HETA-20 A R C H IT E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II"IIII" Lp�Ooovmom� I E 8 N E O C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF F! ORIDA DATE: 11/30/16 SCALE: 1 /4"=1' — O" SHEET 6 OF ELECTRICAL LEGEND 5YM50L DEFINITION NOTES IIOV DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED Wf GROUND FAULT CFI RECEPTABLE INTERUPTER (TAMPER RESISTANT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED IN GROUND FAULT NsFl RECEPTACLE INTERIPTER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE - RECESSED LIGHT FIXTURE- HANGING LIGHT FIXTURE - CEILING MOUNT LED �(�)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET _ LOW VOLTAGE PANEL PANEL METER SD SMOKE BATT. BACK-UP wl HAROUR—c DETECTOR INTERCOWECTED CARBON MONOXIDE BATT. DAM -up Wi HARDWIRE GO DETECTOR NTERCIXJNECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24.698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE (3) 01 THHN?FW.N COPPER CONDUCTORS, (0 e 6 THHWTHUN COPPER GROUND IN 2" CONDUIT, TRANSFORMER RANK. SOkVA VOLTAGES T620/13200-240/480V NEMA 3R SERVICE, SNGLE PHASE E0Dq,0 TYPE: UNDERSROIAVD COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY BIDE= (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT, IWW amps CAN POWER COMPANY 200 TRANW014MR PHONE / DATA CABLE / TV WEATHER pRoor BWEATHER OX PROOF BOX ��_ _�� COACH - _� _ _ _ _ _ _� - COACH LIGHT LIGHT SERVICE BY OTHERS 200 AMP ELEC;TfRIGAL RI5ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER C.O. PROVIDE e4 THHNRHWN COPPER CONVECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC 18 USED THERE 16 NO BOND/GROUND TO COLD WATER PIPE. ELECTRICAL PLAN SCALE: 1/4 = 1'-0" ELEVATION 'A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �'lllll"II �0mmv�omom� E O U co U 0 L L SUHDIV. & LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA E: 11/30/18 SIAEET I Building Permit If Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model p 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 X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 K" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'O" FL S891.5 N/A ITW Tapcon X4, Min Embedment 1.1/4", Min Clearance to edge 20, Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4, Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.911-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X 11/4" 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 Tapcons or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resister" to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cent. No. AR0012079 Date: seal A R C H I T E C T S Desi n 10UI gnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � omoo�0�vo� E 8 E 0 C 0 SUBDIV. & LOT: OAKLAND LAKE (LOT #25) MODEL. 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA .TE: 11/30/18 SCALE: 1/4"=1'-O" 1 W/B� LLT !0 5 REBAR VERTICALLY W/ CCC. _ CELL POURED CELL (25' MIN LAP) - (28' MN LAP) R-4.1 NSUL. MN. - TEXTURED CEMENTICUS COATING z 8' CMU ? w PER (ASTM C826) (TYP.) L L Q z 0 e' Cr1U E r E le H V1' GYP. WL. BD. °� -CURB HEIGHT VARIER WOOD BASE IY l m w z Z L 3 1/2, CONC„ REW. W/ 6'x6' 4 ° WL4xW.4 UA.F OR F15ERMESW ON a6-MIL I/1' CONC„ �UF. W/BARRIER POLY ETHYLENE VAPOR W4xWI.4 W1F OR FIBERMESW GN WELL -COMPACTED N 6-MIL POLY ETHYLENE V4-TERMITE CLEAN TERMITE TREATED FILL LORR BARRIER ON 4' 4' 4' II/t'RECESS IW�A C.LEf61 TREATED FILL 0(2) 5 MBAR ON CHAIRS MBAR ON CHAIR9 1-STORY FOOTING 1-STORY FOOTING �1W/ BLOCK WALL °.I'-0' ATGARAGE 1 E. 4 SCGARA WALL BEYOND WALL BEYOND 3/4'RECESS FOR PAVERS GARAGE DOOR 3 UT COW, nw. OU 61x6' i W AIM WIF OR FEER'ESH ON ,p E 64ML POLY ETH1'L19,11i VAPOR . ° w BARRIER O UELL-COMPAOIED a — ° a - mV4' Q r CLEAN 7ERMIIE TREATED FlLL I .0 • 3 1/1' CONC„ REIW, W/ 6'xb' I' dPAVER .BASE —WIAxWA UU.F OR FIBERESN ON 6-MIL POLY ETHYLENE VAPORIL 1'CgNC. PIPE. W/ 6•x6' xWL4 U,LLF OR FIBERMESH ON BARRIER ON WELL -COMPACTED POLT ETHYLENE VAPOR 9 MBAR ON FOOTING eI-0CLEAN TERMITE TI�ATED FILL RRIER ON HELL -COMPACTED EAN TERMITE TREATED FILL 4' 4' CHAIRS BEYONDCESS EMEND FOOTNG (I) 5 MBAR ON CHAIRSGARAGE FOR PAVERS STEP-UP UNDER PAVERS RE®AR ON CHAIRS ry NON -BEARING GARAGE DOOR FOOTING AVER RECESS ® ENTRY DOOR t! CAL6 i2'•'-0' 5' VARIES 5' SEE MAMP PRODUCT DETAILS 3' 3' FOR REOTUITRED SIZE AND DEPTI OF RECESS FOR SGD. TRACK w VARIE5 a FINISH FLOOR (U 5 REBAR SET IN SIMPSON HIGH `" ° -- STRENGTH EPDXY 6' EMBED. MIN I (3) 5 REAR • STORY 6 ° OUTSIDE REBAR TO BE CGNTNXJOUB le43 r a. °. F. W/ 6'x6' I/1' CONC„ RERrI5ERME$W a ° a _a°a - a 4 UOR ON "4 a K l ll "5-GON7. z e 6-MILL YLENE VAPOR BARRIER ON LLELL-COMPACTED < CLEAN TERMITE TREATED FILL u 2'-I' MIN. LAP SHOWER RECESS FOOTER 10 ecowF l'-No. SLAB AT S.G.D. 11 WAX:1'.I'_0' TYP. RETROFIT FOR OMITTED DOWELS A R REBAR LAP AT FOOTING SCALE, 1/2'.I'-0 LSCALE: I/1'.I'-& VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK IFTI£ GROUTED BOND BEAM VARIES PER ELEY. CLEANOUT REQUIRED Q FOR NSPECTION L 0'-0' FIN. PLR 5 VERT. DOWEL LAPPED UV BOND BEAM ° TIE VERTICAL REBAR (U 5 REBAR AT CORNERS W/ 26' LAP MIN. TO HORIZATIONAL - a. tl _ REBAR W/ 10' HOOK l / m TYP. REBAR LAP HORIZONTAL/ VERTICAL �r1AT LINTEL CORNERS V SCALE: R'•I'-0• rv_� REINFORCING \ 1' SCALE, ' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abciesigngroup.com AA #: 0003325 E 8 E `a r SUBDIV. & LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DATE: 11/30/12 SCALE: 1 /4" =1' - 0" SHEET DI 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 R9S5 OF THE FBCR, -ENGINEERED ❑ DO NOT EXCEED a' ❑ DO NOT EXCEED ' 6TH EDITION (2011) GABLE ROOF TRUSS 8' CMU BLOCK 8' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES ' DRYWALL I' DRYWALL WINDOW DOOR JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. ❑ P.T. Ix4 or J'x4' MIN. METHOD PER 'NAILING SCHEDULE" (4'-0' O.C. a SHEATHING SEAMS) (SEE WINDOWIVOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE POOR CASING 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT r DOOR JAMB /WINDOW OOR JAMB / WINDOW OVER 4'-10' NIGH (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) EACH END and m 18' O.C. MAX (PER ASTM C926) OVER PAPERBACK PER MFR S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ SECURE P.T. 2x8 TO BLOCK w/Y' x 9° EXPANDED METAL LATH OVER APPROVED (U �' TAPCON (MIN. EMBEDMENT I a') PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN „ „ „ 0 6 2-LAYER WATER RESISTANt BARRIER, OVER SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4 or A4) WINDOW TO BLOCK (+3) 8 FROM EACH END and 18 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 (+%4 or +%4) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8 FROM EACH END and 0 15' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE I I A A A A j , �L 24A 4E w/ 12d NAILS .9 8' O.C. MAX scALE: r=r-O' SCALE: r=I'-O' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I' TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 9 MID -POINT OF TRUSS SPAN LT SHIM NOTE: or IS'-S' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TEXTURED CEMENTITIOUS TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) TAPCON COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION DO NOT EXCEED' DO NOT EXCEED' (MIN. EMBEDMENT I J') 8' FROM EACH C926) OVER CM (R-VALUE PER ENERGY CALCS) a i 'GYPSUM BOARD OR J' HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK END and m IS' O.G. MAX CEILING BOARD ' DRYWALL J" DRYWALL (U DRIVE PIN, 8' FROM EACH END and P.T. 2x BLOCK WALL SECTION - GABLE ROOF ONC, FILLED U-BLOCK w/ (1) 05 (SEE wINDOWDOORJAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. lx4 or Ix2 P.T. NAILER 0 IS' O.C. MAX 1 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING b' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=1'-0' DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW DOOR CASING SECURE 2nd 2x t0 STRUCTURAL 1 (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS B' F:7 ROM OOR JAMB / WINDOW MIN. EMBEDMENT 14 SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS EACH ENE) and g IS' O.C. MAX OVER $30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEiM NOTE: SECURE TO BLOCK w/ (2)' TAPGONS INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH 6TH EDITION (2017) DOOR JAMB TO BLOCK (+1 1 THROUGH NON-STRUCTURAL MEMBER (Ix or ' 055) END and 0 18' O.C. MAX )or OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4I3 SCALE: r=r O' w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and METHOD PER NAILING SCHEDULE') -ENGINEERED ROOF TRUSS 11 6 IS' O.C. MAX EMBEDDED SCRAP ATT OR BLOU�I-IN INSULATION WINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6') MIN. EMBEDMENT 1 it A SHIM AS NEEDED 4F SCALE: r=r-O' TO PLUMB JAMB. METAL DRIP EDG ' GYPSUM BOARD OR J' HIGH ❑ DO NOT EXCEED ° P.T. 2x8: 2x6 8 CMU BLOCK SUB -BAN STRENGTH CEILING BOARD SECURE TO BLOCK w/ (2) ' TAPCONS VENTED T1 ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or lx2 P.T. NAILER SHIM AS NEEDED END and is 18' O.C. MAX ER PLAN, �REGAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKWs TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT ib 055 (4 WIDE MIN) (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW DOOR CASING � IS, O.C. MAX SPECIFICATIONS (ATTACHED TO BLOCKING 8' CMU BLOCK MIN, SHANK SIZE .I45 PER MFRS SPECIFICATIONS) DRYWALL MIN, HEAD SIZE 300 NOTE: P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I a" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WIND(xwDOOR JAMB BLOCKING 4 P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R VALUE PER ENERGY CALCS) W/ ' TAPCON MIN. I ' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL " PLACE SILL (PER BLDR � � MEMBER w/ 12112d NAILS 8 FROM DOOR JAMB /WINDOW SECURE TO BLOCK w/ lU � TAPCON ' GYPSUM WALL BOARD EACH END and a 18' O.G. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH ' TEXTURED CEMENTITIOUS U 05 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) END and ® IS' O.C. MAX WINDOW TO BLOCK (+1 /6) or COATINGC921N. 6)(PER ASTM OVER GM OCATIIONRPER PLAN) DOOR JAMB TO BLOCK (+1 1%6) SD CELL TRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (I) DRIVE PIN, 8' FROM EACH END and 8' CMU �' IS' O.C. MAX ' P.T. FURRING STRIPS e IV O.G. 4C SCALE, I'=i _0, THROUGH NON-STRUCTURAL MEMBER (Ix or � 055) MIN. SHANK SIZE .145 w/ �' TAPCON MIN. I' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT I" LT NOTE: WINDOW TO BLOCK (+3 %6") EED TOIPLUMB JAMs DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: RE ' 4G scALE: r=r-m' SECURE TO BLOCK w/ (2)' TAPCONS ONC:RETE SLAB DO NOT EXCEED � (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 ') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and is 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1I15 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE WINDOWiDOORJOS BLOCKMG SIMPSON HT820 w/ (10) ISd NAILS TO TRUSS 4 a IS' O.C. MAX `Z FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) �'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .I45 SINGLE STORY SCALE: 3/4'-1' 0. DOOR JAMB /WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAP SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 141 BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO TRUSS lb BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ix NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BONE) BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I °) 8' FROM EACH w/TAPCON MIN. I' EMBEDMENT INTO BLOCK ENE) ands 18' O.C. MAX OPENING 22' x 30 MIN. 00 CASING 2' COVES MIN. or WINDOW TO BLOCK (+2 ¢) 2' COVER 10 1g OI.C. MARS, 8' FROM EACH END and D GAT SIDE 2 APART ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN &0__�__OOJAMB TO BLOCK +2 4" MIN. SHANK SIZE .0 3 SCALE: N.TS.( ) TRUSS ANCHOR RETRO-FIT MIN. HEAD SIZE 300 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 5 SCALE: N.TS. PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: I,=I,-O� MIN. EMBEDMENT I A R C H I T E C T S „T LONGWOOD, FL 32750- ✓ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngyoup.com AA #: 0003325 r �I"IIII"I Lmmopo0v E 8 E O C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #25) ]MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA: �1.1/30/18 r� BCJeLm 1/4"-1'-0" NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %, O.S.B. or �' CDX PLYWOOD - 8d RING SHANK GUN NAILS 9 4' O.C. 9 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. m INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS g 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %8 CDX EXTERIOR PLYWOOD or 1532' APA- RATED 0.5.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS m 4' O.C. -a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -m 6' O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS ,@ 4' O.C. EDGEWISE. TOP CHORD BLOCKING Q 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES a EACH EN PRE-ENGINEERED TRUSS O.S.B. orY' PLYWOOD or %'ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS g 4' O.C. 9 or RAFTER PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHIN SHANK GUN NAILS 9 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. E El NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a ANY MANUFACTURER I I Q NAIL REQUIREMENTS - - -_J - - ___ SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 9 4" O.C. TOP 4 BOTTOM EDGES N UP 1 Sd RING SHANK GUN NAILS (V O.C. IN FIELD z� Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE N Lu SECURE TOP PLATES w/ I&d COMMON NAILS a 4' O.C. 2-ROW5, STAGGERED Z W z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING v (O.SB. TO BE STRUCTURAL GRADE) �W No N ik W U �qw c Sd RING SHANK GUN NAILS 12' N Lu d) � z O.C. IN FIELD z or Q $d x 3' SCREW SHANK BALLISTIC Y m ELECTRO GALVANIZED STRIP NOTE: o Y DO NOT SPLICE TOP PLATES WITHIN 6'-0' N o NAILS g IZ' O.C. IN FIELD OF END$ OF WOOD STRUCTURAL PANEL E > SHEAR WALLS. N UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'4-0' NOTE: RE -ENGINEERED GABLE TRUSS DIAGONAL BRACE 6+ CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS DIAGONAL BRACE TO BE 9 ANY SPAN 15'-0' OR (4'-O' O.C. 6 SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) F12cl NAILS a EACH TRUSS (DIAGONAL 0'-0' - 30'-0' USE (1) X-BRACE X-BRACING TO COVER 5-TRU$5E5 30'-1' - 60'-0' USE (3) X-BRACE ;(U X-BRACE 6 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10, HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION 7B SAME X-BRACING REQUIREMENTS) ONT. 2x4 RAT -RUN ATTACHED TO EACH LTRUSS w/ (2)12d NAILS @ILB�� ING INSTALLED 9 MID -POINT OF TRUSS SPAN SCALE: 3/4'=r-m' or 10'-0' O.C. MAX A R C H IT E C T S Design ioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIII. ��ommmv0� QE V W E L C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA D!' E: 11/30/18 s ALE: 1/4"=1'-0" VTCR ;(1)6E V O.C. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=V-0' /-PRE-ENGINEERED TRUSS 9' GYPSUM BOARD OR �' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL 50ARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE 50TTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a �I INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'=V-0' PRE-ENGINEERED TRUSS 0 ' GYPSUM BOARD OR J' HIGH STRENGTH CEILING 50ARD 3 %8 TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) -j' GYPSUM WALL 50ARD 3 V METAL STUDS (25 GAUGE) is 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 9/e' 50TTOM CHANNEL (25 ECURE 2x4 FLAT TO GAUGE) 50TTOM CHANNEL TO BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY 0 NAIL w/ WASHER 6 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ECURE 2x6 MIN. TO BLOCK w/ NOTE: (2)�' x 9' ANCHOR BOLTS w/ 2' STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON STUD HEIGHT LIMITS. NIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) NON-BEARINGWALL SZAL SCALE: 3/4'=1'-0' -SECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=1'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS I' MIN. RC B SECTION SCALE: N.T.S. (1) RE5AR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 6IMP50N or U5P HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Desi n y 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 Ilk �IIINIII ��smoomomomg SVBDIV. & LOT: OAKLAND LAKE (LOT #25) MODEL. 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE:-1`1/30/16 SC*LE: 1/4"=1'-0" 1 SHEET DA. L PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO 5E WIRE TIED TO LATH a V O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX15T5 BEYOND EXCEPT STAPLES W/ %a" LEG MAY 5E U5ED TO TEMP. 5ECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY 5TAPLE5 TO 5E REMOVED AFTER INSTALLATION FASTENERS TO 5E 5LACED 7" O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOU5 THROUGH CONTROL JOINT5 5UT SHALL 5E 5TOPPED AND TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO 5E NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIE5 TO 5E (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY 5E IN ADDITION TO WALL 5TUD5 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 LE55 PIPE PENETRATION —� 5TARTING WITH THE 50TTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLA5H I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLA5H I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE 50TTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER 5HALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A IN5TALL FASTENERS (CLIPS, STRAPS, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL - SCALE; SCALE: N.T.S. g" THICK, 3 COAT CEMENT PLA5TER WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED o7" (VERT.)O.C. MAX AT 5UPPORT5 WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING GAP MIN. PROTECTED FLA5H TAPE TO a. b' TO e' 91N. MIN. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO a" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS �I ON 5TRUCTURAL STUD TYPE "M" CONTROL JOINT 1 WALE; PLiB. NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITIONS U5E FINGER5 TO MOLD THE REMAINING HALF OF THE FORM FLA5H 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE 5HEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE 5ECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING ITE SPRAY ADHESIVE �TLY TO 055 AROUND TRAT ION TOMERIC COATING APPROVED EQUAL) STUCCO/ C.Y. FIN15H (SEE TYP WALL 5ECTION) NOTE: 511DE LAPS OF METAL PLASTER 5A5E5 SHALL 5E 5ECURED TO FRAMING MEM5ER5. THEY 5HALL 5E TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 lal NOTE: FOR REPAIR OF TEAR5 IN WR5 LAYER5, TEARS MAY 5E PATCHED PEEL 4 5TICK WOOD 5TU z s 5HEATHI WR5 01 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf 12 TO 5E LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SCALE: Ni,S. WOOD SHEATHING WATER RESISTIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP SCREED 5TARTER STRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X7" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP 5HINGLE - DO NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: PLi9SCALE: N.i9. NOTE: APPROVED BUILDING WRAP SHALL 5E LAPPED A MINIMUM OF 6" a VERTICAL LAP5 (ROLL END5) e 6" 6 HORIZONTAL LAP5. LATH VERTICAL LAP TO 5E I" METAL LATH TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE r I (WR5 LAYER #1, .'Tr� I 5TU000WRAP OR "` APPROVED EQUAL) STUCCO WR5 LAYER #2 z (FORTIFIBER BUILDING PAPER OR �I I APPROVED EQUAL) METAL LATH X X X X 5TUCC0 WOOD SHEATHING Tiiii�TT///lam/ SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-a47-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WR5: WATER RE515TIVE BARRIER A R C H IT E C T S Design Groulrnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II"'IIIII L�om�o00m0mJ SUBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833- 01 PROJECT#: R5025.025/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA skyALE: 1/4"-1'-0" VV AI $" TRICK, 3 COAT CEMENT PLA5TER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN, STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: IN5TALL KICKOUT FLA5HING AT BOTTOM OF ROOF 8 WALL INTER5ECTION5 WRB LAYER #2, 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 WR15 APPROX. 1 Y2" ABOVE 5HINGLE5 SELF -ADHERING FLA5HING DRYFLEKT KICKOUT DIVERTER 00� IA WRAP 5KICKOUT DETAIL BCALE: N?S. " ""'ECEIVE I COAT OF 5HER-CRETE -ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 scALE: N.rs. (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION 5EALANT ON TOP 8 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) / �FLA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING VENT CAP 15 TO BE 5ET IN CONTINUOU5 BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, Ya" 5EALANT s JOINT5 ALL AROUND g" THICK, 3 COAT CEMENT PLA5TER �1ETAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) DRYENFRAME) VASAE TRUCTION SHEATHING WOOD FRAMED WALL WOOD 5HEATHI BUILDING PAPER OVER "QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLA5H" CAJENT PENETRATION WALE: KTS. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, WOOD- FORTIFIBER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) 8" THICK, 3 COAT CEMENT -` a PLA5TER Ys" TO 7/8" MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREED (FRAME TO FRAME) 7B SCALE: N.TS. HORIZO —WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH US" TEXTURED FINISH 6 WOOD —FASTEN TO WOOD STRUCTURAL MEMBER 6 i" O.C. MAX Y$" TO %` MID -WALL WEEP SCREED `6" WIDE STRIP 5ELF ADHERING FLASHING, CLEAN MA5ONRY BEFORE APPLYING —TEXTURED FIN15H -s MA50NRY ITAL WEEP SCREE FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 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 FLA5H 1 IN A SINGLE FA5HION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLA5H I 5ELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER 5ELF-ADHERING FLA5HING OVER APROVED HOU5EWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR 5PECIFICATION5 MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLA5H I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLO5ER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) 5EALANT e ALL SIDES DRYER VENT BLOCK 6 B WALE: V.S. PER FBC R103.1.1 EXTERIOR LATHING AND PLA5TERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER 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) PU5H 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. FIN15H (5EE TYPICAL WALL SECTION) METAL LATH STEP 3 /L EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE:NTS. (NAME CONST) A R C H I T E C T S Desi n y 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 W ww. a b d es I g n g ro u p. co m AA #: 0003325 r � mum ��omoomomaog SVBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833— 01 PROJECT#: R5025.025/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARC (STATE OF FLORIDA DAT..: � 1/30/18 SC 4 SHE�E��T� VV A2 WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ %' TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWG-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) ' I WRB LAYER #I, STUCCOWRAP —I (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING tiffs =;u PAPER (OR APPROVED EQUAL) II FLA6HING WRAPPED 6 CORNER OF CANTILEVER �P X- AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o" PEEL & STICK 6 DRIP EDGE TO DECK 1 )21"XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 WATER PROOFING let LAYER (2 LAYER PEEL & STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6 PEEL 8 5TICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 6 STICK I Y2"Xl Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 y" GAP FOR BACKER ROD 4 SEALANT " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) C451NG BEAD "s*COMPONENT5 PULLED � APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LATER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 4d WOOD 5HEATHING �ji�TTTiii77�/ 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/511 TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FINISH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y" MIN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 DECK MEMBRANE, EXTEND OVER DRIP EDGE �3" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. 5PACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.7.1 / A5TM C-84l-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/BEAM 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCESSORIES ONLY) 11A)DRIPs EDGE INSTALLATION Y4" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) PEEL 8 5TICK 5UB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y"XI Y" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION ""COMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING DEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o I" O.C. MAX. �RB LAYER #I, STUCCOWRAP 'OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 1 2A SCALE:NTS. CORNER BEAD (FASTENER 4 5PACING Q I" O.C.) %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SCALE: V.S. COLUMN SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER 12 6" SELF ADHERING 8 FLASHING PEEL 8 STICK 1 Y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6" 5ELF ADHERING 8 FLASHING ' I Y2°x3" "L" FLA5HING FULLY EMBEDDED IN ROOF CEMENT I' Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 0 COLUMN W/ 'T' FLASHING A R C H I T E C T S Design p 1 0 u p-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 10 lk SvsDIV. 8e LOT: 0 AKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ga 3 3 DATE: fl-/30/18 �iCAl : 1/4"=1'—O" \V.V�w�l) WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER ro "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER $1, 5' (OR APPRO, WRB LAYER #2, FORTIF15E PAPER (OR APPROI f $" TH CEMEI roll SELi WINDvw r�ivc� CASING BEAD @ WINDOW E(FRAME, NO BAND) 1 JLl SCAL: N.TS. WOOD CONSTRUCTION BEYONI WOOD 5HEATHINi WEATHER RE515TIVE BARRIER' WEATHER RE515TIVE BARRIER ' //(" X 1 Y" LAP SIDING W/(oll REVEA ro" SELF -ADHERING FLA5HIN, STARTER STRIP PER MANUFACTURER'5 IN5TALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLASHIN 5TUCCO CA51NG BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT] WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 %6" X 1 y" LAP SIDING W/ro REVEAL ro" SELF -ADHERING FLASHING STARTER 5TRIP PER MANUFACTURER' IN5TALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD) ro" SELF -ADHERING FLASHING %a" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 iTUCCOWRAP > EQUAL) !G =ORTIFIBER R (OR JAL) T :R WOOD SHEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED EQUAL) - ANGLED CA51NG BEAD ro"SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH VIEW FOR $THICK, 3 COAT CLARITY) CEMENT PLASTER WINDOW FLANGE — WRB LAYER 01, 5TUCCOWRAf= (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER ro"5ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 1 JD SCALE: 9TS. roll SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 STARTER STRIP PER MANUFACTURER'S IN5TALLATION IN5TRUCTION5 roll SELF -ADHERING FLASHING GALV'D METAL 7' FLASHING DO NOT CAULK OR 5EAL OPENING GALV'D METAL "Z" FLASHING 5TUCCO CASING BEAD WOOD CONSTRUCTION BEYOND ro" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP roll MIN. ABOVE TOP OF "Z" FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP roll MIN. ABOVE TOP OF "Z" FLASHING roll SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%s" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 12 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCCO- --- ---� WOOD SHEATHING 7 Zj 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER 'a STUCCO TO 51DING TRANSITION—\ 51D ING -7 (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 _GALE: NTS. CR059-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CASING BEAD s" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD ro" SELF ADHERING FLASHING OR PEEL 8 STICK WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP x. (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER �1 (OR APPROVED EQUAL) METAL LATH JLJ a' THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW 1=0R GLARIt1') CASINGAND BEAD FRAME) RAISED @EA -LE. KTS.B METAL LATH /5EALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDI t-�' A %,fl WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) ro" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL D EQUAL) CA51NG 2. (OR APPROVE (W/%a" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF — 5EALANT BETWEEN — FLANGE 4 BUILDING WRAP CZ BEAD WINDOW CASING 1 7 SCALE:KTA $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (0/8" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / ro" 5ELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design ri Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIII"II Lv�oam0 E C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT*: R5025.025/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT= STATE OF FLONDA ry Uto vom a DA 11/30/18 SCAiZ -/4"=1'—O" CUT HOUSEWRAP AT 4S° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP u scALE:NTA (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/GMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASH D 8A SCALEETAIL E. NTB. TEMPORARILY FoLC "D SECURE HOUSEWRAf " '" ' �' ".P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R EXTE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 0ir,r u NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: TG INSTALLATION SEAL INTERIOR PERIMETER OF WINDOW MASONRY) WITH SEALANT (0" SELF -ADHERING x OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—g" VERT. END DAMS REQ'D. AT EACH END OF SILL 011lir / " MIN. TEXTURED -EMENTITIOUS COATING )VER BLOCK JSEWRAP DOWN d DIAGONAL CUT d HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 STEP 8 INSTALL 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 INSTALL WINDOW FILL LEVEL AND SQUARE f \ MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) " MIN. TEXTURED :EMENTITIOUS COATING )VER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS s") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 "l1 1 t/ " MIN. TEXTURED :EMENTITIOUS COATING )VER FRAME STUCCO OVER FRAME (MIN. THICKNESS s") SIDING LOOK S. FLORIDA A R C H I T E C T S Design roU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.a bdesigngro u p.co m AA #: 0003325 �mm�m �emoemomaoy E 8 I0 E O m �C �O L SUBDIV. ee LOT: OAKLAND LAKE (LOT #25) MODEL: 1833 F1833-01 PROJECT#: R5025.025/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHUECT: STATE OF FLORIDA D±2 : 11 /30 /18 sc.` :1/4"=1'-O" V V A 5