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HomeMy WebLinkAboutBUILDING PLANSFILE COP' INDEX OF DRAWINGS SHEET NO, DESCRIPTION CS COVER SHEET ° ) GN GENERAL NOTES ° ) 1 FOUNDATION PLAN 5 2 DOWEL PLAN LINTEL PLAN — LOTT'S & CAS — R TE 3.1 LINTEL LOADS AND DETAILS— CAST—CRETE XXX O O— 0 0 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS cwrws -anhomes.com TABLE R301.2(l) 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` TEMP` REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.9S 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 •MIN. INTERIOR FINISH — CLASS C 1ST FLR. LIVING 1,452 SQ. FT. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II TOTAL LIVING1452 SQ. FT. • EXPOSURE CATEGORY - EXPOSURE C GAR,4GE 3S3 SQ. FT. • 1—STORY RESIDENCE — ENTRY 19 SQ. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES PATIO IS SQ. FT. • STATE OF FLORIDA TOTAL 1,002 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III"IIIII Lp��omomom� E 8 0i E O C m L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: COVER SHEET 1116 160 MPH EXP. C ARCHITECT STATE OF FLORIDA i DAT, : 7/25/18 SC ,LE:1/4"=1'-0" C S OP' 9 mw 00 a Z f om a� � Y3 W mtn Cr Z N ZE r mt zu o &�sp0> a? 0 U3:0 az JW,L+u Z�{W F- >W QJI SCANNED BY St. Luder GENERAL NOTES 1 4. :.1 6. 7. 8. 9. 10. 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. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) A.I. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al, STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS TPSFl B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, OTH EDITION (2017). D. ROOF DEAD LOAD IPSF) 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 El WIND DIRECTIONALITY FACTOR (KD) 0.86 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 ES. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS m0,18 F. GUARDRAILS AND HANDRAILS LIVE LOAD IPSFl F.I. GUARDRAILS AND HANDRAILS 200 F2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FOND H) OF THE FBCR 2017, 6TH EDITION, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRlIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRAGf 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 RE§PONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE COWTRUCTION ANDADRFABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUGITIION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETE-D BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNEES AND INSTALLED IN ACCORDANCE WITH CHAPTER3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.P: AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.21 AND R312.22 OF THE FLORIDA BUILDING CODE RODENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES.AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LIRTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED 12017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 0 C3 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROMA 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 13B 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 CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC GLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. QITG 141A0141 7 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 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 AB 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. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNEDAND SEALED SURVEY WHICH COMPLIES. WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 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''/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.31 IN FBCR, 6TH EDITION (2017). A 1. IMASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 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 Fm =1500 PSI. 3, OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 1 4. 'MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 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, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO3.0 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. .. i 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER M" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y., 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER 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: B.I. 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.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA - THE ENGINEERED WOOD ASSOCIA nON : E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE#2 (MIN.). MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER -(UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUTWASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION RBD2.6 AND R802-7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16-OS8 EXPOSURE-1 OR V? 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 69P OSB E*=RE-1 OR 5V COX PLYWOOD OR 1552' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" DES EXPOSURE-1 OR 12' COX PLYWOOD OR 16/32' APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 02. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.RL 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE 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 (92.9MI. 21, MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C, @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 22. 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 PERR2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN 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''/a' PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W 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: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -• "L" PLASHING -- 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 7.11.11 OF THE ASTM-C4063 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 ROTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H 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 tom■ ��mmm� SUEDI'V. & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 moo-o0 PROJECT#: R5025.038/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT Ir STATE OF FLORIDA DATE: 7/25/18 SCALE: 1 /4"=1' -0 SHEET G NOF 9 SECURE STRAP TO CONC. LU/ (2) 3/16'4" TAPCONS 51MI' SON U 5 ROLL STRAP OR EQUAL 3 1/2' THICK \�-5ECURE STRAP GONG. 5LA5 TO UNIT UJ/ (2) O l 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL +2'� '�. �2, I KITCHEN SM AUTO VENT PLUMBING ISOMETRIC (SEWER. MODEL 1452 RYAN HOMES •, / 2' 9" G'-01, 10'-9" 29'-3" PAVER r=DGE LINE 8 rPAVERS� wa 1 n TYP. DI -3 I/2' 0 HB DI N ■ II DI �0'-0' FIN. ELEV. ■ �p FIN. CONC. SLAB ■ DI r TYP. C 3 VR' CONC, DIED c0 W/ 6'x6'-W.4 x W,4 `0 ON 6-MIL POLT ETHYLENE r ---� VAPOR BARRIER ON 1 ■ II \ i I = IIIELL-COMPACTED CLEAN FILL I ■ rr / \ I `Ir^� !I a I i ili 03 r n r I ^ I I II DI I l' i _i II =' I I I ■ u L�-=JJ it 1' PVC CHASE i� —�--il i ■ II� FOR ELEC. Nell l I I •I 0 ISLAND I y 1 1 ,•WOR SON 51,E LAV, d\ �' II „ OPT. , _ _� A/C ___ ■ I II I I'R/A'./ "I \ I r nil 1 / --III l II / W. If it I II DI _#___ II CONDENSATE r -------- I —___� = W/C 3 1/2 CONC. SLAB r v ■� i rr iTI LINE %' •Irr v TUB EMEND L_ -- L— J�. SLAB I I/2' —� ry W/C �J m i COND.,' BOLLARD I ` 21'-4" LAV, ■ I N _ 4° c0 S 9A 6'RECESS SLAB DI J r PAVERS I ■ c�v FOR PAVERS F WE ■ I 24'x24'xl2' CONC. 4 - ' FTG. W/ (3) IS ylo1 I I 1/2 3' - 41' REBARS EA. WAY D I DI v I ON CHAIRS MIN 3' COVER ■ 4-8 + + (2-TYP) ■ I I WIL AIR LINE $ ■ ■ ININ■ ■ .■■ ■■■ 4"4.0,4" 8" 6' 0" all 19'-4" 40' - 0" FOUNDATION PLAN SCALE: 1/4 = 1'-0' ELEVATION "A' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6075 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 �IIII'lllll LOmmo■oo00J SVBDIV. LOT* OAKLAND LAKE (LOT 38) MODEL 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ill f.TI?918 ATE: 7/25/18 SHEET OF A R C H I T E C T S Desi n 1 oU I pnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'Illll'lll L0mmo00■om� O 0 ANA' W E 0 10 C L SUBDIV. & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 7/25/18 *OAT : 1/4"=1'-0" 1 WALL LEGEND 8'-5' 5LK, BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL s 16' O.C., LINO, EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/S3 FOR MINIMUM �� IJ INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 ® 24' O.G. MAXIMUM, UN.O REQUIREMENTS . FURRING AT MASONRY' ® 24' O.G. OVER FOIL L0TT'S CONCRETE RO, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 211E LINTEL NO. LENGTH TYPE COMMENTS L-1 il'-4' 8/28-6-01KIL PFESTRESSED L-2 4'-8' 8/22-6-0)MOJL RECESSED L-3 5'-10, 8/16-541XI/IOJL L-4 4'-6' 8124-5401.1/l0R L-5 4'-6' 8/24-5-(IXI/101L L-6 l'-6' 8/24-S-1IX1/lIX L-1 4'-6' 8/24-6-(l)U/I0JL L-8 4'-6' 8/24-649UIIOJL L-9 4'-6' 8124-541 M01 L-10 4'-Fi' 8124-6-MU IOJL 4lftSTm44n47C LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I Il'-4' MB-154T PRESTRESSED L-2 4'-6' 6W22-054T RECESSED L-3 5'-10, 8FI6-054T L-4 4'-6' 8F24-054T L-5 4'-6' 8F24-05/IT L-6 l'-6' 8F24-154T L-1 4'-6' 8F24-05/IT L-6 4'-6' 8F24-05/IT L-'b 4'-6' 2F24-054T L-10 4'-6' SP24-054T d ' N W L-B PATIO L-6 5068 SGD DINING a'-5' CLG. II 00 OII OI �II ° I I II i i i i KITCHEN L-1 L-8 25-BH 25-SH GRE TA ROOM a'-8' CLG. L-9 25-SH EGRESS OWNER'S SUITE 8'-8' CLG 0. BATH W.I.C. ====n 8'-a' CLG. BATH 1 j BEDROOM 3 I a' -a' cLG BEDROOM 2 64, CLG. O 25-SH L-4 EGRESS FOYER I LINTEL PLAN SCALE: 1/4 = I'-0" ELEVATION 'A' 2—CAR GARAGE 8'-8' CLG. L-I 16'-0' X 1'-0' 0HGD 'w L-10 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII"III Lmmmv�0oov� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: LINTEL PLAN (LOTT'S & CAST-CRETE) 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D, ?,": 7/25/18 Sq*LE: 1/4"=1'—O" 1 SHEET 3 OF 9 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS " A AAFF I 1.,. /1 EP.." `ewer-Cwa+r GnRAV ITY OVERALL LINTEL LENG'H ? BFB-1, &I mB &-16 0B BF?m 0B BF34 mB BF B eB BF3J-mB ITTPE cP LMTEU e B BP9 71 'BPI? €r1645"HF'70 16 GFP4 IB 8-?8 B Er32-f9 ,6, _ 9 6- 1 "'o- B ,`I sin "L.- ?'-s' TO s'-b• (PRECAST)2 3963 4 6'S 6I13 T l 59T4 9].4 eve 4P e 9b l -4 eC.' eelTli ns2m 9'-t' TO 4'-0' (PRECAST) 196o _E9'- SAES yY 1 41 09TV 16394 _6P9 3 53 4,1e 11" 6.;n L69 Jno 2W 4'-'TO4F6'(PRECAHT) _ Je9 p.b 6'N-"__ "9. '1 4l ffiY' 9294 0¢9 a3 368E Ft- - 4'-T' TO 6'-A' (PRECA9D ?I 66. .d99 mbo -- 0s II EJI Ill1l ) 342 W13 V21 3©9 lD -I E`e- TO 5'0'(PieCAST) 1m61 B li-_62 43Em� ?''Fi nee ll6e bO3E TIdl 9) B�-<a= 9]I mil©=_ TLII +Onl B-II' TO 6'-6' IFFUS fiD ESE - 238 �_ JI .1112 e63J _ 5311 M. 9 5 I Nl2 ¢5 '695 9 �e95 W-1'TO1'-6•(PRECABT) :Oil i :Sol 99 TIE 16'l_0_ c5 _ 11 II Irz11 5�s e99 n -eA3 568E I 64o1 0112 E n4e_6__ el -302__ PJ64 _ 34Y1 195 6A6 2mJ._E36_ 93 T- 63 T-1-TO 9'-4'(FER 9T) 9'-5' TO lm'-6' (PRECABD _ _ 4 S -- 64J D5. Izv' 16' Ssa � IAA __ - - .¢93 '(-A3643 4154 I54 31 sees - Ii TO 1-4- (PIRECAHT) _ 3B2 946 066 _.1 184E p4e. JJl IEe 2'93 EG c`✓J ,'40 I'vw II' Is' TO n-CA6T) '-V(PR 33T 813 I-54 1604 1'99 Ems ,IEG All TES IC'5 2Bb? q I' TO 13'-4' (PRECAST ?96 -- all 55 - Ioa lZi, l2, -- IN- N,, 236 Iasi -" BB3 _ 3e (4 _ 10 Tov- 6 13-5' TO K'-O' (PRECAST) ?1 44e lm6 IN leva 1P.01- NF 1 E NR I691 art N2 nR 2fid4%� nR NR :4'-1' TO 14'4' <PREsiRE80ED) NR 4• ------- 1. N¢ l9 NR 19¢2 \2 22aG 1 N2 12 112 R nR 4'-9'TO I5'-4'(FRE81RE60ED) NR n69 ne3 nR 2m98 2329 -6D 41( m F. aR rvR \R na 5'-5'TOIT-4-[PREBTREBSED) NR yd0 \R E B 11BY - 849 WHITWHITNE nh -rvR 9+m Wa 13 6 \ kPt R T -e'TO 19'-4-(PREBTRBED) E6 NR 235 =2D N� 1 Sm N2 ¢ l \t p122 _I__T R ll6 \R _ 5 To 21 ! 8T SHED) 4 PRE RE R 9m---- 34¢ NQ 59B NR E4� N2 114 Ir NR 359 4 UG I468 LR nR 9'-s'TO 2T-m'(PRESTREBBED) NR Ie 65' 315 e 1t4r - - 'A® £4 Ta. 1D41 NR.--�LK 225 13?'. nR TR - Q 3e I O?4 0 PRE T E I IJ9 6 4 BEZ 12 e. <00 I 450 CAFF I TATFA /I RAXT) Al' BPGAAT 11-1 INTFI 9 9RQ9± UPLIFT L.ATERAL- OVERALL LINTEL LENGTH E_£ 1:. IT uIR IT ri' [9-R 'E 1 6=25 PP2-'T SIR ROM"I4:3A (TYPE OF LINTRI ryGSG T EF QT It- TT dF2B- BR 2^-BOB 613E T301 P'-B' TO VIV. (PRECAHD `s6'45 - 32 -_ 3024 010 4394 5 63,,2 el5 1 ¢ l9¢I 1m45 1024 less 3'-l' TO 4'-0' (PRECAST) "5 'O I9 - 65 163 1305 -I 3Ob0 3BIs _ 4. 325 60,> 4'-I'T04-b (FRECABT) 592 591 I013 IJGI Pia'J [ 2. �31a a 91( AIL 4'-T TO S•-4' (PREGASTJ 4II all tas Rib n-. - 9 6, _ 226 2-l-Bo 26Le 13 111E 3y,1 1520 ^522 5'-5' TO 5'-Ile' (PREOA6T) _ 140 See 116 19 ITT.1 `rT - 20&L �5 Le` 319 363@ _ 31 431 W-ll' TO WI4N' (PRECAST) -TT _ 59l 121 Ass 1,65 I'll 211, may 1251 1 It 6'-T' TO T-V (PRECAST) - 0 5 roe= ae 414 534 363 II D5 2 tb I rsS21 3?2d _ s -B s- .6¢0 1'-T TO ell. (PRECAST) --F 69 B61 5 5 91E 91 - - 64b 1969 IN 4 I -- li4a 269 9 6 OI 326 511 2" 0 5- TO Ol-6' (PRECAST) - ITTp 5+ " --ne3 2 rsm5" 346 284 401 ISO I. -T TO II'-4-(PR£CASi) 9 1142 19Tt uL, 95 e+ - 260 452 54 11 5' TO 12'-0' (FRGCAST) 94m 19iv, 166m ICll Ig^ - -3 ra 244 4el 131 yTm 55b - 1 5 'S 6 A =' TO IA'-4- (Pft T) - m 1BS _ L r-5 I6 l H 655 B, 5- a 211 314 110 " 14 1- 5' TO '-0' (PRECA6U - 410 42� _ 19 3 BETS _ 6. bin 296 293 100 14' TO 14'-B' (PREBTRE85ED) _ 246 35 66> 6 gem [Oa 6P 69 151E ITT. el loss NR 184 91 14+S'TO IB'-4'(PRESTREBBED) 2 35 NR 259 03 '. 2Co, 36H GI6 45 ¢� - 166E 9O` I]41. 15'-5' TO n'-4' (FRESTRE55ED) - B 53 - 5 e•I - 39 -+6 T 9_ NR B4 64 92 L 96= 149 ¢m5 ANT 211 _i I 411 - - It'-5' T019'-4' (FRc^BTRE65ED) _ 6J _5C6 NR I44B 52 6 J63 '04 3 ____ 23 64 _.s21 D59 I:I �- r - � . � H 9 TO 21 4 (PRE9TREBOED 4t i68 v55 n5 42 2i 521 l2i 99 5 I0<6 5'T03?'-O'(PRPST,ff555D> 3 9l rs 5 62 9'6 'oJm NF 116 40 ?13 :- u59 - 53 - o - - 34 3tl9 _ _ l9 26l 11, nag_ I.. let -?_ 61 ]2-I' TO 2A-0' 0FRESTEE0SED) nF 91 30 .. "1134 =2m2 319 495 - bob 1ST - 8l6 fi"=RFG95T ul/2"RECESS DOOR u-LINTELS 54FE LOADS (LB5/FT) 4a GRAVITY OVERALL LINTEL LENGTH Br6b C'ri. £RE¢ 05 BF34- 4=18 ¢` R= -058� 6 ¢ Er'o-m (TYPE OF LINTEL) BRIG ERE. 18 EiPO IB el L It, I GFFIB B GoD 11 &Il2nW Bv2b IZ -_Tzi v495 RT30-1r _ELI 1-49 ,31, 3'4' TO 4'-4' (PRECAST) 163 IB^I 600 520E 66 9"2-+ 3965 506 D 9 l9 108 S 6 4-IS T04'-6' (FRECA6Tl 19 1550 __ 69. 9 m 10 5J04_ 66 1 221 e96D 9 dBll LI,,l 4.1' TO W,5' (PRECAST) 06o Bm HT 24e1 ��--1 13� IHl yp rt 56T ~1 ARCS 5959 1311 9W 1I10 B'Ob- 69 6-e. T05'-10'IPRECAINN le.- 224 6�9- L16639 311. D 648 II II l� T �402 4b 6-II'i06'-e'(RR£CdBD. l9l S2 St 155 1492 Me 504E 1. 9T 1003 4 " l6 Bl 39 SE 9 6 9' TO T'-0' (PriECAST) 669 Teo '14PA 466 99 1 - i 2439 tYW 5T 3 156E 2,Tl 3 1, 849E j 109 oill, 3141 D'-l' TO 9'-6' lREGABT) 411 - 526 '99 156E ' ,e5S 329 e150 me, 0."PPFG�ST ul/9"I?FGFSS MnnlP I1-1 IMFI S AAFF 1-nAD5 TB5/FT) JFPL FT OVERALL LINTEL LENGTH aFT1 7 TllT,1 7 .REF 2F15 IT .Fr eR= b rl IT 6Rt:6 IRPB RG'1N (TYPE LF LINTEL) N36 2iL B:fIO-)i EP T ­L2 5RF?d:21 NPF d =T 3e56 3 - B 6 T BFF v@ T -ot 4445 ¢ S-V TO 4'-4'(PRECA IG ro - - - o B 362 6 l - 3b 305E i939 >6^vl M144c0 42T, - 1943 '56 161 1164 E6 4'-5' TO 4'-6' (RVCAST) ---- - 694 693 1013 10, - . _ al2 1:69 l9 ' 2939 2Nrl YS< i36 6 4:b 3331 4943. bin J91' - i T 4 l 05-8 ( U6 ) FREE _. __ _. ______2, __-.._ .. ..._ 4mB 40l 65 5 : 618. 1263 T9I 23J6 3. 3. 6s I"3l 1 R3 � l PEPS Piss B'.9' To 6'- 10' (P�CABD - - 3B2 961 6l6 65 I=c3 l 6 � SET )l 3 32BE D 24 D 42 e- 6'-II' TO b'-e' (Ii2CiOdsT) - - -" 596 leg 464 5'0 ID6D I 0 42 6 KO _em T65 24 b- 26 .561 318^e '66 W... TO T-b' (PRISCAST) =PM Blv 36 4cB 804 TUFF J22I,-O .66 2561 611 2.69' Yoe 6l4 363 5 "6P 1'-1- i0 W-6' (PRECAST) 395 SE0I U12 LOT .®I6 yj3 3Tm 490 1t4 ASTI RETt LINTEL SCHEDULE MAT IA S ER L 1. Vc 8' precast lintel - 4000 psi 2. Pc prestressed lintel = 0000 psi 3. Grout per ASTM C416 F'g - 3000 psi WE maximum 3/5 Inch aggregate 4 8 to II Inch slump 4. Concrete Masoning Units (CMU) per A5TM C90 w/minimum net area compressive strength = 1900 psi 5. Reber per A6TM Air 15 grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM 0210 type M or S CzENERAL 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 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting;. 5. Reference the CAST-GRETE Load Deflection Graph brochure For lintel deflection Information. 6. Bottom field added rebar to be located a the bottom Of the IiMBI cavlt . S 1. 1/32' b diameter wire' stirrups are welded to the d bottom steel For mechanical anchorage. 8. Cast -in -place Concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratig based on rational design gn analysis per ACT 318 and ACT 530 10. The exterlo( surface of lintels installed In exterior Concrete masonry walls shall have a coating of Stucco applied In accordance with A57M C-296 or other approved coating. II. I -A is loaded slmultaneolmly with vertical (gravity ortupilward horizontal (lateral) loads should ba checked for the combined loading with the following equation: AAWII d vertical load. All horizontal load 5 to Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by tine designer by providing additional reinforced concrete masonry above the lintel. See detail at right: m-1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE R' CLR TYP (2) IS REBAR IS IS GR40 or GR60 SAFE LOAD TABLE NOTES I I I. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Bare loads For unfilled g p load From next lows t shown. r he iintele must be reduced by 20% if bearing length is 8. For hotels lengths not shown, uso ho safe load from less than 6 1/1 ndles. - next longest length shown 2. N.R = Not Rated e. All safe loads in units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on ell supported 4. Safe loads based on grade 40 or grade 60 field span. radar. II. The number in the the parenthesis Indicates the S. One 'T radar eglbe substituted for two e5 rebars percent reduction for grade 40 field added. in 8' lintels only radar. Example 1'-b' lintel type 8F32-IB safe 6. The designer may evaluate concentrated loads gravity load = 6412ry w/ 15% reductlom 6412 From the safe. load tables by calculating the (.85) 2 5501 tell, maximum (esiseli5a:•moment and sheet at d-away from Face of support. T'I'PE DE5ICGNATI0N J � F = FILLED WITH GROUT / U = UNFILLED ANTITY OF -5 REBAR AT U S BOTTOM OF LINTEL CAVITY Q J A Q Z ID _ Z LQUANTITY OF e5 `Q REBAR AT TOP LOMINAL HEIGHT NOMINAL WIDTH 1-5/8'ACTUA4 NOMINAL WIDTH 8' -"5REBAR AT TOFF MIN. (U REQ'D 1 )-1/2' CLEAR 5 REBAR AT BOTTOFri I OF LINTEL CAVITY f BOTTOM REINFORCING TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SANE Linei LOADS (PLF1 Total La90 T E'e Vio, PLAIN Vita' SOLID Ramat 19%. 3164 31.6' Retest 116E 230 4'1' R-t, BAN d t 16 4 4'-6' Rau9t 638 D66 5-e' Ramat 5B6 Ib3 5'-4' Pr i,t 666 I%5 sIol RI 543 1105 6'-4' Reset 634 I%4 6'-6' Remel 60 D% Remit 516 1711 1'-6' Recast 446 sea T'�8' Reuai 415 054 8'-0' Ramat 301 64 Reset 354 1* Ramat 211 Sea Ie,'6' Retst 91 453 RGAat IBe 630 T.O. Pra:aat 164 549 Ramat 143 504 B'-4- R.I t 116 ABA Nr'-e' R.It 99 391 H-B' Preetreeed NA. 341 5.4' PreeUeaeed NA 302 n'-d' Reetreaead N A I 13 1-4- Rettewad K.A. Is 20'-0' Rntraaeed NA B9 T-4' Reeireeeed NA Bit 12'-4' P.L.Nid NA RB 14'-e' Raltrai NA. Be NR . Not R OOrelded LINTEL SAFE LATERAL LOADS (PLF) Tolel Lmyth Type B' DOGR HEADER PLAIN e' DOOR HEADER SOLID 3'-B' Rauet 101 2071 4'-0' %suet °de, BIT A_, Recast 861 021 4'-4' %etas! 1 BS 190E 4'-1. Precmt 659 All Prelim 650 1177 b'-8' Precast 504 564 T-8' Reset 4tl Gar 1'-8' Redeet 356 664 9'-B' %amain B% 535 LOTTS lel' CONCRETE P.O. Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 UtIW NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16_P #U/#L] No. OF ADDITIONAL #5 BAIRS IN UPPER OR LOWER LINTEL CAVITY F_ 'GENERAL NOTES: L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 61`14. EDITION (2011), SECTIONS R4022 a P606 L2. FLORIDA BUILDING CODE RESIDENTIAL, SECTIONS 4 D. FO AL 6TH EDITION (201V SEC 31 109). 2101. 1.3. BUILDINGF CODE FEQOf CIVIL E IN REINFORCED CONCRETE (AD R BUR). N 1.4. AME TE: 60CIETY OF CIVIL ENGINEERS MMIMIJ'1 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASGE 7-10). 2. CONCRETE: P.I. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 2.1.1. PRE -CAST WBTANDARD REII•FORCEMENT-4000 PSI 2.1.2. PRE -CAST 1I11PRESTRESS REINFORCEMENT-6000 F51 2.13, 9ROUT PER A5TM C416 - 3000 PSI W/ MAX 3/V AGGREGATE, e" TO II' SLUMP. 22, REINRORCING BARS. 2.2.1. $TEEL FLACED IN PRECAST LINTEL AT TM OF FABRICATION ASTM 4615 (GRADE 60) 221E STEEL IN LINTEL AND 104OCKOUT BLOCK (PLACED IN FIELD) ASTM ABIS (GRADE 40). 23, PRE-6TRE66ED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANGE WITH ACI 315. TABLE No I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x B" LINTELS LINTEL LEIYTH CLEAR SPAN LNTI TYPE LINTEL STEEL UNFILLED GRAVITY CAPACITY (IAL (0))PU GRAVITY CAPACITY (IAL (PeU LEUPT CAPACITY IML (IMtl unr CAPACITY (IML (EAU BORCM EAR TDP BAR GRAVITY CAPACITY 2'-1V I'-6' PRECAST O)n 1 COn 4245 INS TOO$ II Col S=W 1' -T PRECAST (2)12 O1) 2419 301 3831 Per 456 4•-0' 2 PRECAST (2n U)n I103 2111 1111 338E III 4' 6' 3'-2' PRECAST (2) n q) n N3 2165 2165 2608 16" 4'-1' 3'-4' Plai (1)e (11n 1232 W11 201 2421 2421 5.4" 4 0' PRECAST 91n 1000 14eal23 1423 1610 B %I 54.10.4-6' PRECAST (D9 C9 a (2)n 140 14 13 1423 4 Ile, 1605 -0' PRECAST (1)N (2)4 10 1183 1233 1 405 6.4. 5-2' PFEGAST (1)4 R)n 110 1133 232 1145 145 1340 6 B' 54 PRECAST (2)N 0)n 682 II@4 111 10011 12% 1-6' 6'-1' PRECAST OR (2)e 670 Be me 525 10W 1-e' 64' PRECAST f1)4 (Ln b61 %9 I See REP 1041 B-0' LB' PRCABi ill's !2)n 516 502 %1 112 SEA -'-4' 1 m PRECAST (v 4 (v n 466 Be EB 648 In 9_-' 8.0. 1 PRECAST (2)04 (2) `;2 416 Vb 126 499 ISO 0- -S 1' I PREC45T M-4 I'll .61E 61e 3B0 613 4' -0' PRECA6i Me (2) a %1 561 311 601 "2 6' RECAST Ov s (2) •3 We E25 Ill 561 '!s" ''-6' 2' PR5CA6T (D 5 0) 5 4% 4% 251 5I '-e• 11'_O. PRECAST Ole (2)5 45B ADS 214 441 4-0. I2'-8• PRECAST (D5 (2)5 AM 430 Be 395 14' V 1V-4- PREB1 09ED OF-4 (2m 418 410 230 446 15'-4' 1W-s' FREBTRE00ED 0114 (2)n JNR 3T9 3T9 210 4m1 6-V FRE9TRE09ED (D-4 (2)9 288 28B w3 3I1 B'�0' FREBiRESBED (2)5 (2)5 224 224 131 254 w.a. PRESTRESSED (2)5 GIs 201 BIT 122 231 10'-0' PRIBTRE00ED (115 f1)5 Ili OR 101 2" 10'-B' PREBTREBBED (115 (2)5 164 f64 late I%12-8' PRESTRESSED (2) IS 12) 9 132 137 84 10 BOOM LADLE No REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) e" X 16" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNIEL TYPE LINTEL STEEL GRANrr CAPACrtY (SAL Fit GRAVITY CAPACITY Ol (IYBI uFt CAPACITY (IML (M UFLIFT CAPACITY (In- (315u EOITOM EAR TOP BAR Fq 1 0) 100pp p000 W7W 130DH 3'-6' 1'-1' PRECAST (]).n 1 (B)n I loom "Be loolov 4'-0' 1'-a' PRECAST G) n (D n 4261 St 8135 Delete, Awe' 3'-1' PR&CA9T (2)e (2)n 3211 9161 6591 10900 4'-e' S-4- PRCAST (Ln f2 29N 844 SCAB 10000 5'-4' 4'-0• MCA67 f2)5 --Tv -S 4313 6431 4421 T` ' 9 m' 6' CAST GO 015 %let 5430 64' al PRECAST B • f 1 4 (2) 5 4115 4n5 25t2 411 I 5 1' PRECAST 7 • (1 4 3 3934 281e, 4151 6h' 54' PRECAST Min Min 3I 3119 D 6' b -}' PRECA6i M-4 (3)'4 21 29n 20 lME os 3060 1 8' 6.4' FR£CA6i (3Y4 evn (Ln 3l% T% BID 1932 1931 0'-0' 6' -5' FRGASi (D'4 GRC 2581 25011 I154 27M B'-4' 1 14' 1 PRECAST IV% Mn }3% 23% IBM Bess W-4' 3'-0' FRCCAST (V-14 (])n %6 I%9 U35 2055 10'-b' 9'-1' 1 PRECAST (2)•4 19 1621 1627 941 105 I1.4- V=O' PRECAST We G) 14% RBe TDB 1504 10'-8' PRECAST Ci (2)5 DDS 535 691 IBIS I2-W 11'-2' PRECAST (D9 n5t ISl 634 129E Psgaer, (D 5 OR 5 INN it" Be 117E I4-V U'-e' PRECAST (1)5 (2)Is 110E lees 45s d' FREBi %ED (U4 fYn 145 1419 451 15'-4' WC v PRESTRESSED !LAN (2)12 lie 12511 411 n-4• I6-0' S %ED D)4 GOI 993 N5 5-4'la-0' PRESTRESSED IRS GOIS 1 l65 260 N331 20-0' IW-V PREESTREBSED (1)5 TV5 1 49 243 Ili FRE0 %E (D5 (D 5 6 33 B 4-0• 20-B' PREST BRED (D9 (2)9 00 24'-0 B2'-W PRESTRESSED (2)5 12)5 48 4B1 T TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING. LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNiBL LENGTH CLEAR SPAN LINTEL ITPE LINTEL STEEL GRAVITY CAPACITY (01 GRAVITY CAPACITY eMLfIAU UPLIFR CAPACITY nnLI'M UPLF CAPACITY (IA_(2MU BCTRIXi BAR TOP I EAR Dn :1'-1. PRECAST (2) n (D n 164E bell 1000t 10000 4-1' 2-1 PRECAST (2)n f)n 5 503 b000 All o0e,t 4 6' 3-2' PRECAai (Dn (1)n 414} 1Mit 100'Lo 4-B PRECAST (2)R (2)5 319B. IBM Ito 5-4 4.0 4.0' PRECAST ¢)5 f1)'R 6]39 do00 '®toe 5135 519E 100mo 5-10' 4-b' PRECAST (B)5 (2)n 5016 8103 4661 U44 6.4' 5 0' PRECAST S) IN S 6151 6752 3%1 1142 b 6' 5 1' PRECAST BAPS 652 6 e' 5 4' PRECAST GU4 (2)7 SM 562W0W 58w 531E U16 3641 l 6.1' PRECAST %D4 (2) 43R 430 26% 460 4509 I.8' V 6-4' PRECAST G1 14 (}1'4 ) 1508 4202 B-0' VIV PRECAST f2Y4 (191p 3139 3130 37M 3D3te 11t8 BEES V,4' 1'-0' FREC G; 14 ) UPS 3420 201E 3 9'-4- a-o' PRE645T (2)14 234 1154 1610 103E 10'4' 9'-2' PRECAST (2)4 1 (2)n 224 2211 1233 77es II14' 111 FRECAST Me O5 M54 TEA 031 ROSS IT-V Ile' -B' AST (2)5 TV 1 1115 BIC ISO W-W II'-2' FRECAST (2)e @)5 661 `b67 820 1 him 1'4' n'-1. PRECAST (2)5 IV 15M 1501 Te 1474 11 12 -V PRECAST (2)Is (2)9 See 13H 6% 813 I4'-B' 13'-4' FREBIREOBED (D4 (Jl4E 1893 w9B 587 1131 15'_e Id'-0' PRESTRESSED MINI CC5 n24 1124 SIB Im% IT-e 6'-W PREST WD C)4 0) `:2 19W 1330 47 WAN. 1T-4' w-0' FRE6TREBBED !1) 5 J ILM3 1053 1M6% 211 Is-B- PRE51RU ( 2)IS (L5 31} 619 D 1 0-2 857 SS 213 540 7a-0' 1ID'�0' 57FR FRE9iRE59ED N)5 IBIS t9t 191 15l 90l }4'-0• TT-e' 01RE66ED Ms (115 659 659 115 415 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24" COMPOSITE LINTELS LINTEL LENGTH GEAR SPAR LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY rOML fI,'S11 GRAVITY CAPACITY (I-T (TAU CUPLIFFAPACITY `51-09tt (IMlf UPLIFT CAPACITY RIMSS CAN B_77 BAR TOP EAR -6 3 n (2) Ime00 coot lease 10t08 ile' 3'-b' 1L2' FRLF6i Pl (2)n (Dn 9961 10090 Ib3B® 10000 -CASt PR r SIBS 10000 100e0 ovals 0 46' 3.2 PRECAST Ayr e2)n 2) n 2) (L n SOTS Ittltt 100oID 10000 4 E01 3141 PRECAST 111n f2)R d653 165e 100oc to= %19 read 10000 10000 5.4 1- m' PRECAST (D 5 (2) n 5-V 4.6' PRECAST We (1)n 6131 9101 10=0 I00tID Bleb 4T54 Beat 9450 64'PRECAST OF -4 (D n 6. 5 2 PRECAST f2)'4 (2)n B5B9 8114 6235 598E 1009ID 640I 646 016 44B1 291 1 3141 3mW B913 641 6411 6163 6-8'W 5 4' PRECAST (1Y4 (Dn 16' b-]' 46T (2)•4 (2)4 1 B' 6 -4' RRIU (2) n b-6' PRECASTI N' Of11 •d 5%1 1503 SEW 11-0' PRECAST (7)44 (2)n 4831 483I 25E1 W30 9'-4- 81.0' PRECAST (11.4 fDn 3126 BOB, 58i 305E PRECAST IV % 1 (2) n 2931 E931 BBc BOBS I1.4- 0'-0' FRCA6T C) 5 I OF 5 2553 2105 1%3 2505 R19 1173 1604 2191 12.0' m'-B' PRCAST (2)5 1 (1)9 - 111-6' IP14' PRECAST (7T5 0)5 21" 2141 I%42 2M9 13'-4- 11-0' FRCA9T f2)5 fD5 1926 MW Be 1521 0 14'-' R'-0 OAST (2)is (1)5 Ilia ITS 191 1635 Id'-P 1'4' PRESTRESSED (214 f > 194b 3345 653 R03 15'•4' 4'-0' PRESTRESSED W-4 OF n 2136 286 Bob Ills 1T•4' 6'-V PRESTRESSED (2)4' (Vt 650 Sw 464 SIB 19-F B-0' B PRI TRESSED 0)5 810 Bin all 135 20-0' a-B' FREBi e6ED TVs (1)5 (})5 IS me, RI9 set 347 304 6% 601 BI.4' 20.0' FRE91RE D (2)5 0) `3 21 m' 20 -B' P&BTRE D Mile Ov IS SON 024 Dell WA 22 232 %5 413 14-D' 11 B' RE91RE%ED f215 ORB _ TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVTY CAPACITY Rin_ f1Y5U GRAVITY I CAPACITY I (IAL (II UPLIFT CAPACITY (IML III UPLIT CAPACITY RISC f2)5U Sol BAR 70P EAR ]-10' -b' C 7 (2 q I Szoo 9-w 1 1' PRECAST (V1 1IS16 100Z% A 0' 1' 8' PRECAST (2) 191E 10909 =0 10t00 1000ID 46' 9T PRECA9i (1)n M n (2)5 a Seel Ip900 10RE0 10000 PRECAST (2)5 OM 55M Ieo@9 last OPEC 6.4' 4-0 PRECAST (2) B )Q eor 10900 B%5 10000 SHIP 4-W PRECAST o) B) TEST ones, 68eb 10090 11-4' 1-1. PRECAST (2)'1 WIT 10004, I0000 5641 I[s00 6LW 5'-2 PRECAST OR-4 (2)n 62'¢C0 code 531E lease 1'-4- PRECAST (2)'4 (2)n 96M pees 5021 10600 Sidi PRE046T (3Y4 (2)n USE Beet PENS 16S b 4 PRECAST ('2 4 f2R 1054 9IeB %62 1526 WHO, I b-B PRECAST 1214 (2)n BAR DEBT 3525 6 661 8 1' -% PRECAST ft)4 f31R 5664 6BI 3031 Seel - SEC _ -' i'•= !Ln ANSI SOWS 2355 4145 353E M44 IBe1 3663 (219 3390 3]90 E11 30% 0 M36 836 2133 FRCASi (1)5 CP5 fib 211E Rlt 24% IB'-4' 12.0 PRECAST (215 (2)IS 241E 246 1049 2165 14' -0' PRECAST (25 11J 216 1216 EST 1941 14.8' STRESSED(2)'4 2611 7011 126 43115 4' STRESSEDO)U (1)n ]6Ib MI6 663 1311Il-F' RE9TRE%EDf2)4 (2)n 203 20H 51' 10829.4' ]114", 1RE%EDMe C)9 Ise1 413 ale10-v tnE%EDME (2) 9 µ% IABe 305 T63PfE1REBBED5 l2)5 3% 669PRESTRESSED(L5 2)5 tM 1 31l 63924-V PREBiRE6BED CRIB R) 5 w14 1014 26e W1 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) - 8" X 6" LINTELS LINTEL LBNiTH CLEAR SPA( LNTEL TYPE LINTEL STEEL RAIN GRAVITY CAPACITY GRAVITY CAPACITY (0ML (I� GRAVITY CAPACITY f DAL nMU UPLIFT CAPACITY GAL fl 5 UPLIFT CAPACITY (IAL SMU BDTTLTI BAR TOP BAR 3.43' T-r PRECAST IN I 66 Nn ,T - BASS, 4'-0' 2-W PRE(r5T al O)R Pa NO 145 IC6'v %3 4'4' 3'-7 PFEC%5T 819 IN 1 Ibl 1409 use 4'-W 3'-4- RNSI ( IRS f B06 1 1.1 13% 1356 5'-4- 4'-1' FRECdei (2)5 (B 659 eBo 930 1114 1114 5 10' 4'-6' FRECAST GQ"5 (11n 511 803 609 93B %6 b-C 3.0' PRECAST- IV4 (2)n 494 141 141 ITS BID b-6' 5.2 TIPECABl IV 4 1 416 119 119 TV We 6-B' 5.4' RECAST 4 458 693 693 EBB ISO 14' 6-,. RECAST (2) `4 ()e 381 S% 5e6 535 661 l 8' I. -I. PRECAST O 4 (7) n 3l5 %S' 568 AM 641 8- ' I-8' RECAST (L 4 (2) o 353 See 5% AW 609 84' 1-0' FREOABT (1Y4 (7)n 354 Sol 501 dll 516 FREGASi 3)' C)n M435 435 3b 494 I9-1' PRECAST 1 (2)n 145 311 312 BE 413 11.4' U-0' I RECAST 1 ()5 f7)9 M BAB Me 59 3% -TV- M-B' PRECAST )5 f115 202 282 262 ITS 275 n-6' II 2' PRECAOi I% 243 243 67 238 3-4- 12-, LAbi 61 11112 ID Be, ae la-0' n-B' PRECAST (2)5 n6 160 6 103 5l TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 1 NTEL SNGTH CLEARINTEL TYPE LNTEL STEEL UNFILLED LED GRAVITY CAPACITY GRAVITY CAPACITY III (0MU GRAVITY CAPACITY (II GAS) UPLP CAPACITY (IML!Intl UPLIFT CAPACITY (9%IRL 507MEAR TOP BAR -ec T a) (2 360 4 PRE i n (2)'n RBI H15 26 %3 1063 21 -A 2 TIES,PREG40i O} !1)n (2)7 1043 820 870 n5 nl9 4 4• CA9L 00) (2)n 963 Y130 pole B% B% 4.V CAST (115 (2)R Sea 1001 1 13% B96 5-B' PffCABi (215 5% 846 ItD3 wll 6 -B'CAST (214 ) 458 Bee see 6E8 15T (2)14 '2 3D5 568 Sb 4" 641 PRECAST (2)4 2 316 48ID 4B0 315PREC49i fD 4 T9 415 4B 191 412 25. CONCRETING OPERATIONS 614ALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND D:INSTISUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32. MINIMUM MASONVI UNIT STRENGTH: FM 1500 PSI. 33. MORTAR6F94LL BE TYPE S. 4. STRUCTURAL: 40. SAFE LOAD VALUES ARE,: SEe D ON LINTELS HAVING A BEARING OF 8' AWTH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL. STH E.�ITION (2014), SECTION 24.1.5 AIG 3 " IN I. Tl -IN I ailro 1) 45 CONTNX)US 1 CONTINUOUS sA Via' r • eti 3, I� tL}3 d1rW 316 �/-8'X76' KNOCKOUT BLOCK .�,F_ '� r-8"X18" KNOCKOUT BLOCK �_��• �• nes 4• ^- TOP BARS SEE SCHEDULE ) #5 CONTINUOUS Tj(7 2 STIRRUPS AT 4'-0" to.ORNEEDED)TOM BAR SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) IF PRECAST TOP BARS: .�•� SEE SCHEDULE A (1) #5 CONTINUOUS r...l i•• `` 7/32' STIRRUPS AT 4'-0' cc 1.• ,: (TIED OR WELDED) 270ksi PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED TATf� 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LINre"YPE LINTEL STEEL GRAVITY CAPACITY (09L lIAU GR4vltt CAPACITY (II Gnu UPLIFT CAPACITY (IML ((EMU UPLIFT cNEACRY TIRE].(1Y5u EOTIGM BAR TOP BARR -Ile11.1.(2)1 )- o o--fee- 00 1-1. PRECAST (2)1 10000@ woo Iwo bi000 4'-0 2-8' CAST (2)n (1J W13 Allow I060e 10000 FNCA5TM�2---Dr (2) 6940 Dow 1000e bl CART f2) 6364 b000 1�00 10e00 5'-4' I -ID AST 00 blew Oil %19 0000 PREI (2 III II Deis 10000 C46T (2) 10000 Rel Bale 10000 PRECAST 3) lees® BOB10 165 10000 FFECAST - 100tem 10om 5811 to= 1-6 6'-]' FiECAB 1 (21 a581 10om 44% 691E b-4' FRECAW (Ln SITE 10mes 4140 0491 A' CAST (2) DR6 IOoSO 3853 7121 B'] -0'PRECAST (2) 4 6194 10ze 3516 Take 9'-a a-0' PRECAST O) 5153 6%3 2721 5501 0'-6'SK' PRECAST ❑l 40% SOAP X54 424E -4' le,-0' PRECAST (IDS 4221 4221 1163 3593 I2'-0' s-B' PRECAST (2)5 (v5 3R ore 1549 3110 7'-6 II 1' RECAST (2)5 2 BARE 3412 [All 2899 I (]19 199E 2956 RIB 2516 14'-0 11'-B' CAST (2)5 !Y9 1V 2131 w89 8160 IS'-8 5-4' 1 FRE81TE55ED 111E 3231 3131 145 14M 15-4 I40 FRESiiE855E0 (1)4 2) 2945 1945 903 1355 I1'4 k,-V pgSTRESSED f21k (2) 2880 2380 1 531 1055 5'-4 I8.0' PRESTRESSED (D5 (L- 88 1813 AI6 eda 20'-0' I P 8 ED 11)5 (1) 16BB 391 lee B &BED (2)IS O II 1413 48 691 12'-0' 10'-e' PI a SEED (1) 13BD 649 1]'-8' FRE.20IMD 11)5 (2)5 (i)9 141 1141 114 544 E NO 8 REINFORCING SCHEDULE & LOAD CAPACITIES - SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS UNTIL CLEAR HI TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT DH BRAN CAPACITY CAPACITY CAPACITY CAPACITY ^ ECITCH BAR TOPS (SAL fIAI (115L fUW (IML (IMO (IALOT!U 61 epees 1o000 3 6 iiFt/aT (2)n 50l{ 10009 I¢6.00 I0000 '4=0' V.01 PRECAST !DR (2) 3651 100t0 D440 Cow 3.1": PRESA5T SDI 0) - 1141 102t %R W10 - #-B 3.4 PRECAST (Ln (7) 255 62511 BIDS 1216 5.4 a-0' PRECAST (2)5 (2) 4111 4411 316E 4830 BYRD 4' 6' CAST (2)5 (D 3344 3564 Bass ie65 b-4 5-0' PRECAST (2)4 (V 303E 303E 1539 3319 6' 5.7 PRECAST C)4 2851 e"I 23W 304E b B' 54 PR ASi Q)4 [}- 3t3B 213E 2259 ]B95 T 6 b ]' PRCA5T C)4 eD 2193 21W ITi9 230E PRECAST 11)4 210E 110E Wd5 225 PRECAST (2) `4 151 lB51 NSA 209E B 4' 1 0' PRECAST 0)" _ I625 025 1365 ISO -4 B o' RECAST(2)4 a) Bll 1517 1 1"1 b 9-1 PRECAST (1Y4 (11 ass 1266 son IN4 11'-4 III PRECAST @)5 113E 113E s1B IIBI n' V eikNI PRECAST n)5 @) I041 041 R4 bal I2 -6' II •Y PRECAST "I)1 -00 SIR 541 WE W.4' D e PRECAST (2I (2) 901 902 465 935 w' o R -8 PRECAST Me (1) 043 842 4H Bee TABLE No, 10 REINFORCING SCHEDULE &.'LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LMiEL TYPE LINM1I STEEL GRAVITY CAPACITY (0ML(IAU GRAVITY CAPACITY Onl. (Intl URIFT CAPACITY 005L G?5J UPLIFT CAPACITY (IML(2AU Sol BAR TOP BAR 45ID IWW 993 4.V 2 -V PRECAST ,2 ( n %51 10000 1440 IIDo00 43' 3 bin' PRECAST (1)4 Mn 330E Wes 6143 1001 4'-4- 3'-0' PRECAFT (2)5 (3)9 Bo08 6083 6139 956E 4-B' 34' PRECAST 0;n OM1519 6131 5150 12!6 B.S. 4'-4' PRECAST (1)5 (1 3514 3810 3211 1042 6'-B' 5'-4' PRECAST (D+4 213E 2108 3t38 210E 2259 1645 26-5 Me _ a'-B' T-4' PRECAST (2Y4 @ ame 516 No 143E I241' B14 N5 1WS 9'-8' B'-4' PRECAST al 3,1?. 8/14-S-(i) #5[(1) #5 31}' 3 13/16- 32' A R C H I T E C T S Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77416078 FAX:407-774-4078 www. a bdesigngrou p.com AA #: 0003325 �II"IIIIII omm000�v�J SVHDIV. 4Be LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXXOO- 00 PROJECT#: R5025.038 00 001 PAGE: LINTEL LOADS & DETAILS (LOTT'S & CAST-CRETE) 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DA' E: 7/25/18 SC,i/ 1/4"FFV-01r aL'E' SHEET 3. 1 of 9 SQ.FT. CALC.'S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING GARAGE ENTRY PATIO 1452 3133 19 IS SQ. FT, SQ. FT, SQ. FT, SQ. FT. TOTAL 1,682 SQ. FT. CUIBIC VOLUME: LIVING 12,632 SQ. FT, EXTERIOR MASONRY WALL 593. HEIGHTS 0 8'-8' SRC. LOAD 5R3.WALL 0 NON-BRG.WALL COMPONENT POTENT AND CLADDING WIND LOAM BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL if SOUARE WWDR. WINJDR SIZE ZONE 180 MPH WIND FOOTAGE DESIGNATION { HEK3HT 1 112 11 1'-0' 152, 84' 5 26.0"1 -44.03 P 2 20 3068DR 36' 80, 4 30b4/ -30b4 3 11 25-SH 36, 63, 4 3231/ -42A2 EGRESS 4 11 Ems 30' 63, 4 32.31/ -42.62 TEMP 5 42 5068 SGD 14, SO, 5 28.14/ -51.013 b 11 25-SH 30, 63' 4 3231/ -42.62 1 11 25-6H 30, 63, 4 3231/ -42A2 8 11 25-SH 38' 63' 5 30.64/ -51.18 EGRESS 9 11 25-SH 38 63, 5 30.64/ -51.15 EGRESS WIND DESXGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFRCENT=+.IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE PRESSURES TO 5E MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. E�PRIOR RYWALL INSTALLATICNI ON ALL FRAMING MEMBERS2'-0' FROM THE FINISH 5E SPRAYED AND TREATED W/ '50RATE' A TEd"IITE TREATED SPRAY 2x6 u • 16, O.C. CABINS T SECTION 25'-2" 5' 2'-9" 6' 0" 5M PATIO b' 0'x3' 0 O H5 O 5hl 5068 SGD 5 6 rt m m I R/i DINING 10'-O'x'i I 8'-8' CLG. I 2 40' -0 14' -10" 14'-2" 5M g 25-SH m 25-SH O EGRESS BM ■ ■ ■ ■ ■-■ _. N w GREAT ROOM O 14'-0'xIS'-4' 8'-8' CLG. ■ @ OWNER'S SUITE 14'-0'xI3'-4' 81-8' CLG. I KITCHEN a' -a' CLG. Al) OUT WALL w R/T C o 12' APP. ' �p ■ F OPT. -- � N (t� ------ REF. i 3-SH 2x8 I s II SHCWER HEAD e ■ e 6'-8' A.F.F.- � TU5 N BEDROOM 3 E 10'-O'xli'-O' x II I u 8'-8' GLCx E- 7'-4" O -- C ■ 3-0 5F. R/T 1 424 ul�___ T ■ M.T. -- -- I 2 3'-2" 2'-10 BEDROOM 2 12'-O'xl0'-O' _ r EN RY CLG.- W-2 8'.8' CL& -6HOWER HEAD e V-8' AFF. N C a (( �i5-2" -' 3'- 0 I W.I.C. 0. BATH r? L I ' — — @ 8'-8' CLG. � IR-ISH � • � � BOLLA W/H I ATTIC I COND. L ACCESS U I 2-CAR GARAGE 18'-0'x20'-0' 8'-8' CLG. ELECTRICAL PANEL STRUCK 5LOCK is GARAGE WALL I6'-0' X T-0' 01 0 O25 SH EGRESS 8'-0" 2'-4" 2'-4" -8' 16'-0" -8° 4'-8" 40' -0' FLO R PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' H5 I Ei A R C H IT E C T S Design Groulsl2. -PH: 407-7746078 FAX:407-774.4078 www. abdesi gngro u p.com AA #: 0003325 00 71 �I"IIIII'I �ommo00�voJ ILE w O m L SUBDIV. 8e OAKLANDLOT: LAKE (LOT 38) MODEL: 1452 ?M00-00 PROJECT#: R5025.038/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 7/25/18 SQ4kL `.: 1/4"=1'-O" SHEET 4 OF 8'-8" BRG HGT 1' - 011 HDR. HGT.h W W. SCORED LINE (TYP)— TEXTURED CEMENTIOUS COATING PER (ASTM CW(6) (TYP)— 0'-0" FIN. FLR., ATTIC VENT CALCS AREA OF ATTIC 1864 SQ.Ff. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FP. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VW SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 KIN. REQUIRED LF OF SOFFIT VENTILATION 391 LF PROVIDED LF OF SOFFIT VENTILATION 187 1 LF 30 YEARS (TYP) SCORED LINE (TYP) HGT, 0'-0" BRG. HGT.- MCOATING - 11-011 1 _OIL&'-0" HDR. HGT. G'-8" HDR. HGT,OL _— TEXTURED CEMENTIOUS PER (ASTM G92(0)(TYP) N oO'-O" FIN. FLR. 0'-0" FIN, FLR, FRU"N'T E L E T I O'N SCALE: 1/4 = 1'-0' ELEVATION 'A' 12 1 ==J 12 5� OFF -RIDGE VENT �5 8'-S" BRG. HGT.h _—__-- Y 6'-8" HDR. HGT. h------- --------------------- ---- TEXTURED CEMENTIOUS COATING PER (ASTM cgzb) (TYP) 0'-0' FIN. FLR.h ------ --- ------------------------- S'-8" BRG. HGT. 0'-0' FIN. FLR. Lu- LEFT ]ELEVATION SCALE: 1/4 = 1'-0' ELEVATION "A" 5i OFF -RIDGE VENT F-RIDGE VENT ----------------- TEXTURED CE ENTIOUS COATING PER (A5TM C926) (TYP)---\ RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' 12 j 5�— OFF -RIDGE VENT TEXTURED CEMENTIOW COATING PER (ASTh CW(p) (TYP REAR ELL TI SCALE: 1/4 = 1'-0' ELEVATION 'A' 30 YEARS (TYP) 30 YEARS (TYP) 0'-8" BRG. HGT. -0° HDR. HGT. -0' FIN. FLR. I-011 _Y• -0" FIN. FLR. 30 YEARS (TYP) '-0" FIN. FLR. A R C H I T E C T S Design Group—inc._ . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �munm meomoaoog E 8 0 .0 SUBDIV. & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 moo-00 PROJECT#: R5025.038/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA "X alv DAME: 7/25/18 S ALE:1/4"=1'-0" SHEET 5 OF C { J1 CONTROL DATE01-01-15 flClOrSCHEDULE CONNECTOR SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER ME7A-I6 1450 HTA 16-16 1400 (l) led x I la I -PLY, (6) 16d 2-PLY, (USP, (10) 10d X 1 10' - NO lad OPTION) (2) META-16 S55 (2) HTA I6-18 280E (10) 10d x I a. I -PLY, (USP: (10) led x I Ia.) 1900 04) 16d 2-PLY (UBF: NO Ibd OPTION) HETA-I6 INO HTA 16 1615 (s) I )d x I In' )-PLY, (8) 16d 2-PLY USE: (10) led x I la', NO 16d OPTION HETA-20 1810 HTA 20 1615 (9) 10d x IR' I -PLY, (8) 1662-PLY UBP: (10) 10d x I a', NO 166 OPTION } (2) HETA-20 2035 (2) HTA-20 311E Me) 106 x 1 1/2' I -PLY U5P: (10) 106 x I a, 250E (12) Ibd 2-PLY (USP: NO 166 OPTION) z 0 LGT-2 2150 LUGT-2 IS15 (l) - 1/4' x 2 1/4- TITEN, 2 PLY (USP: BILK (5) 1/4' WE, WOOD (16) 10d In DETAL-20 248E NO USP CONVERSION FOR SIMPSON DETAL-20 ll8) - 10d x I/2, PLT MGT 396E MUST 4000 (U 5/0' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (25) 10d TO WOOD) HGT-2 1095E HU6T4 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)10d TO WOOD (USP, WOOD (8) 106) HGT-3 10530 HUGT-3 9365 (2) 3/4' A?.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED>, (lb) 10d TO WOOD (U5P: WOOD (5) led) LGT3-5D625 3255 LUGT-3 5330 (1218OB 1/4" C 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HO TO WALL (USF: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD 02) W1525) LTA2 1210 PARALLEL To WALL 1425 PERPENDICULAR TO WALL _PTA 1555 (10) 10d x 1-I/2' (USP, 60) 106 x I Ia, VGT 4940 NO U6P CONVERSION FOR SIMPSON VGT (I) 5/B' AT.R IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (Ia)-5D5 114'X3' TO WOOD M VGT TIES NO USP CONVERSION FOR 51MPBDN (2) VGT) (2) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (32)-6D8 1/4'X3' / 2 PLY MIT6-12 1000 MTW 12 159E (14) 10d x I I/2' (USP: (14) 106 x I I/', (14) 10d) HTS-16 1150 HTW I6 1660 (I6) 10d x I la, (USP: (16) led x I a" (16) tod) HTS-20 1450 HTW 20 2045 (24) 106 x I V2' (W51P: (24) 10d x I In" (20) 10d) HT5-24 145E HTW 24 2045 (24) 106 .1 IR' (USE; (24) IOd x I a', (20) 1Od) LBTA-12 . ws USIA 12 910 (10) 10d USP: (10) 10d L5T4-IS 1235 LBTA 18 136E (14) IOd USP: (14) I0d META-18 1315 META-IB 1315 (14) IOd U8R (14) led (n MSTA-24 + 164E MSTA-24 1150 (a) 104 U5P: ll8) IOd 11 M6TA-30 ++ 2050 M5TA-3O 2140 (22) 10d USP: (22) IOd Q MSTA-36 • 2050 MSTA-36 2525 (26Y ICxd UBP: (26)1Od � MBTI-36 380E K6T1 236 309E (96) 0d x I I!1' USP: (36) 100 x 1 G. (n MS7-48 506E KTSI 246 425E (48) 10d x I/2' UBP, (46) 10d x 1 1/2' Hb 950 '_FT4 6 1595 (8) Bd TO PLATES, (5) 6d TO STUDS (USP: (16) Bd x 1 1/2', (I6) ad) SPA 5I 5 5PT 4 945 (6) 10d X I IR' TO 6TUD5 USP.. (&) led x 1 1/2' TO STUDS A54 335 MP 34 410 (4) to x I VP TO BEAM, (4) ad x I'IA' TO POST. UBP: (4) 5d x 1 1/1' TO BEAM, (4) ed x 1 IR' TO POST. HOP2 645 HHCP 2 1010 02) 100 s 1 lR' USE: (10) IOd x 1 I/Y TO TRU69, (10) led X I IR' TO PLATE 410A 1340 R7 16A 2160 (16) 10d x I In' USP: (91 I06 x 11a1' TO TRUSS, (8) 10d X I Ia- TO PLATE vGT ( HDU4 456E - PHD 4A 453E 76)-6P5 1/4-x3' TO WOOD, 11E1-BD5 114.4 VP W/ THREADED ROD, 4) NUTSNIASHERp PLY USP: 6/e' ATR MIN. l' EMBED SET N FISH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 HD115 4940 TDX 10 5110 (16YCD5 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHERRPLY USP` 9/8' AMR MIN, T EMBED SET IN HIGH 5TREN3TH EPDXY, (4)1/8" THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 61T5 (1) 5/6' AYR N HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CGNC„ (12) lad TO WOOD USP: 5AME A5 SIMP50N ABU 66 2300 12000 PAU 66 2535 138'B (V S/i' AT.R IN HIGH STRENGTH EPDXY, MIN. T' EMBED.) IN OONC„ (12)I6d TO WOOD USP: SAME AS 51MPSON (n _TT18 . 134E LT5 19 120E N 3/A' AIR IN HIGH SiRENGiH EPDXY, (MIN, T EMBEDJIN GONG, (5)I0d TO WOOD USE. SAME AB SIMPSON LTT20E ... 150E LTB 2015 1105 WOOD (U I%' ATR IN HIGH STRENGTH EPDXY, H aTR' EMBED.). IN , (10) l d, (10d led USPe 9/4' AM MIN T' EMBED SET IN HIGH STREKSTN EPDXY, ll0) 10d, (10) 10d x I I!2', 2-IR' = (� HTT4 4459 HTT45 4465 (1) 5/O' A.TR IN FISH STRENGTH EPDXY MIN, 1' EMBED,) IN CONC„ (18) SD"10 X 1 IR' (USP: (20) lad X 2-I4') UBP OAS MORE NAIL OPTIONS: led, (20) IOd X I-Il (20) 16d x 2 la' z Q HTT5 509E HTT45 5430 (I) 5/0' ATR M HIGH 5TRENGTH EPDXY MIN. l' EMED) IN CONC„ (26) lad X 2 In' (USP: (20) Ibd X 2-1/2.) USP qA5 MORE NAIL OPTIONS: (28) 10d, (28) led x )-IR', (20) 16d x 2 IQ' HHDei-5DS 25+ 11,510 UPHD 11 12050 1 A:TR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC- (24) SDSY4' x A' WOOD SCREWS (U9P: (24) U63 WOOD SCREWS) HD1B 1 6645 'DX 10 5!10 (U T,&V AE- IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (3) 3/4' 57UD BOLTS TO WOOD (J5P-. (4)1/3' SOLT5) Cn Of W 0FU5C412 MBHA 356/1!35 3415 5330 NFM35X12U 3165 1130 al (U 3/4' ATR IN HIGH 6TRENG-- EPDXY, (TIIN- 675' EMBEDMENT) IN CMll. TCP. (1) 3/4' ALR. 1N HIGH STRENGTH EPDXY, MIN. &,-5- EMBEDMENT) IN CMll FACE, 008 Od TO BEAM USP: /V IR' J-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' CIA ITW R,,§ET, REDHl DYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. n)I (WOOD) 3635 2660 (FLR) HU5412F 306E 253E ffLR (10) Ibd TO HEADER (10) Ibd TO WOOD USP: 6AME AS 51MPSON 326E (ROOF) 3225 (ROOF) Z HU0410 (cMU) IBIO 5085 HD410 IF 190E 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) Ted TO WCOD: (USP: (18) I/4' x 3- W53 SCREWS, (10) led TO WOOD. = HUC210-2 (CMU) 181E 5085 HD2!0-21F IS05 3175 (18) /A' X 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) led TO WOOD: (USP 0a) 1/4' x 3' W53 SCREWS, (10) led TO WOOD HUC210-3 (CMU) 181E 400ID HD210-31F 1905 3/15 x 2-3/ ' TITEN (S P FLANGE) -0 CMU 60) led TO WOOD: (UBP: (15) 1/4' x 3' W63 5CRE0JS (10) led TO WOOD (18) I/4' 4 PER , LGVM26-Y-6D6 1430 5595 NO U5P CONVERSION FOR 6IM'P60N LGUM26-2-6D6 (4) 3/6' x 4' TITEN HD ANCHOR$ (2 PER FLANGE) TO CMU, 14) I/4 X 2 1/2' BIDS SCREWS TO WOOD HIGH STRENGTH EPDXY = 51MP50N 'SET EPDX`--TIE'. CON -AC- 'HE ARCHITIE✓ENGINEER OF RECORD FOR WNTTEN APPROVAL PRIOR TO eJE5TITUTING FOR SIMILAR _EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING 5Y5TEM5, WHERE ANCHOR EMBECMENT 15 GREATER THAN 1' DEEP THE VERTICAL CELL IN O.M.U. WALL MUST BE -LLEfSOLID ¢:/ GROUT. + IOd COMMON N'AI_S CAN BE SUBSTITUTED WITH IOd x 1 I/2' NAILS IN CONJUNC-:CN WITH A 23% REDJCT:ON IN E -LOU,5.- - _OAR WRITTEN APRON/AL FROM THE ARCHITECT 16 REGUIRED FOR THIS APPL ICA-fON PRIOR TO INSTALLATION. Li ++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WIL_ BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T' W H A. R = A-30' ALL THREAD ROD (SIZE, FRO-EGTICN TYPE, LENGTH, ETC. VARIES) OBECAUSE OF -HE WIDE VARIETY OF `tATER:AL6, LOCATIONS, AND CONDITION5 THAT MAY AFFECT CONNECTOR,. -1-'= OONTRICTOR MUST BE RE6PGNSIBLE FOR MAKING SURE THAT THE PROPER CORRO51ON PROTEC71ON 19 USED. WHEN USING 6TANLE68 STEEL CONNECTORS, USE 6TAIN'_E55 STEEL F45TENERS. WHEN USING ZMAX / HDG GALv`NICSE CCw_CTOR5, 15E =A5TENER5 GAL VAH'ZED PER A5TM-ASS USE OF EXPANSfON ANCHORS WILL BE EVALUATED ON AN INDIVIDLA- BASIS AND MUST HAVE WRITTEN APRO'/ L FROM -I-E ARCHITECT/ENG NEER OF RECORD PRIOR TO USE ALL CONNECTOR VALUES EASED ON SIMPSON ")WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND-RE6i F, N- CON5TRUC7'CN C-HUYOS, AND ANCHORING- a F457ENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-5A5-2012. 2 x 12 (•2 SYP) ,/16' OSB (TYP.) NAIL (3) 12d 0 6'-S' O.G. TYP. 2x12 BM./HDR. 0 E1�TRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO V-0' UISLO, 4'-II 1/2' 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 ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR, TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRCS. HEIGHTS 0 LOAD 5RAG. WALL NON -BD (2) META -I& w 0 Z 0 It 0 0\9 0 0 0 I ROOF FRAMING PLAN. SCALE: 1/4 = 1'-0' ELEVATION 'A' c� 6 (2) META-16 IF A R C H I T E C T S Design GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �om�o00voo� STJBDIV. & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 xxxoo-00 PROJECT#: R5025.038/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JA/N0 WELL 7 DATE: 7/25/18 S /ALE:1/4"=1'-0" SHEET 6 Og 9 ELECTRICAL LEGEND 6YM50L DEFINITION NOTES 110V DUPLEX RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT RECEPTACLE INTERUPTER (TAMPER RESISTANT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION DUPLEX EQUIPPED W/ GROUND FAULT 8UPIIgV GFI RECEPTACLE INIERUPTER !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- 1 1 HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE - KEYLESS �( LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT �—� LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL PANEL ENE METER SMOKE BATT. BACK-UP W/ HARDWIRE SD DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY D WITH HEAT PUMP (NEC CODE# ffELLING 2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER S .FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVE 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL OAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRANSFOR!'EeR BANG 80kVA VOLTAGE: 162CA3200-2401490V SERVICE: SINGLE PHASE TYPE, UNDER'sROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* (120/t40 VOLTS) MAXIMUM FAULT CURRENT, IWW amps P'OUER COMPANY TRANSFORMER (3) *1 THHNrtHWN (006 THHWfHWN NEMA 3R COMBO DISCONNECT M AND METER CAN 200 AMP, PHONE /DATA WEATHER PROOF BOX 200 AMP 3=LEC:TRIGAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROASIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POUER CO. CONDUCTORS, GROUND IN 2" CONDUIT, 200 AMP 120/240 VOLT 42 CIRCUITS MLO PROVIDE V TH HWN COPPER CONNECTED TO CONCRETE D FOOTER STEEL AND COLD WATER Tl�D NOTEz IF PVC THERE 18 NO BONDAWROUNOLD WATER PIPE. CABLE / TV WEATHER PROOF BOX PATIO I WP I DINING GREAT ROOM ♦ I - - GFI P.H. ♦ � I I JACK, 1 a l I DED. 20 AMP OUTLET FOR ■ M. WAVE \\ \ I I� GFI I � I I KITCHEN S C rcI OPT. REF - -- A/C_ — X-1 im. ■— BEDROOM 3 O BEDROOM 2 BATH 1 - ZZ" R/A� FOYER CMD ENTRY COACH LIGHT ELECTRICAL o SD. OWNER'S SUITE 0. BATH / GPI F - -- 4d' Aid � I LIGHT 4 SWITCH �♦ IN ATTIC \ ` SPRINKLER \ \ CONTROL \\ 2-CAR GARAGE lu - I1 1 GFI CLG. OUTLET I ( / SCALE: 1/4 = 1'-0' ELEVATION "A' I I GOND. WP GFI £U- A R C H I T E C T S AGDesOin ,IIIIIIIrounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �om�v00vv�� SUSDIV. 8c LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 5 zv>d- DATE: 7 /2 5 /18 SCALE: 1/4"=1'-O" 1 SHEET 7 OF 9 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Applicants Product Opening Design Pressure Product late Deafto Pressure Yuen Model chamber PmduetAppragl I*nw (trans ripp Method of Aftachauaee IMndom +32.37/-12.62 +50/-60 DP Ply Gem s«ra4712Flows FL 14039.1 wo4mm• ,r••s• •w•�Y•Y.•••••_ •••®•=�+• Y••sn..ss Muiaons N/A +/_75DP Ply Gem seems 4muRim pe FL15264.2 WA � r+-+�+-�►.+-..,��. Y.....rr.�.*�*..� Fixed Gass +29.65/38.87 +/-55 DP Pty Gem s rise 4mt Pww FL 14434.1 "neon ti.Y.«rfw+ w Block Gku NIA WA WA WA N/A WA WA s i hts WA WA WA WA WA WA WA stein OWe Doom +28.74/-42.62 +/-50 OP Ply Gem Stoles 47M FL 146342 ww"Weu. �*-,r-+��•-Y-*+� �-»-�.�•r�*+��k+ &mw Type Doom +30.64/-30.64 +67.0/$7.0 TheimaTru •••>•••••+•.r. FL5891.5 WA •- •••�- ••• �� •:.••�••••.••••• a+�••• _•. French Doom NIA WA WA WA WA WA WA earme Doom 1 +25.91/-31.39 +361.42 aopay ttavhkodrrym FL16546.4 WA .Y•.YY...,Y..•,� +�*��.-+•++•=m-•-+-+� ttunleoneProtcNen NIA +401-40 emommurcawnv24pasteYPrrle FL119642 WA 1WTmp— SoTepmmawxSur. MPoe sanswii&&%. Root VonMation WA Roofing Material N/A N/A Tamko N/A FL18355.1 N/A rwRYIRBli rrw�..�.IiYYYirWYHMMl.etl.fY�sYYrie: Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their au in wind loads and forces specified by current code provisions. Name: JAMES JOSEPH CANTWELL Signature: Design Prof. ARCHITECT Cert. No. AR001 7 These products provide adequate resistance to the Date.. 06/26/18 t A R C H I T E C T S � Dresign oU I lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www. a bd esigngrou p. com AA #: 0003325 �II IIIIIII SiJBDIV. & LOT: OAKLAND LAKE (LOT 38) MODEL 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE. 7/25/18 SCALE: 1/4"=1'-0" 1 SHEET 0 OF 9 (V 5 RESAR VERTICALLY W/ CONC. (V 5 REBAR VERTICALLY W/ CONC, POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) INBUL. MIN. �R-4.I TEXTURED CEMENTIOUS COATING z LO w B' cm z PER (ABTM Gffi6) (TYP.) w FQ 5 cm _ j Q s� _ E� ,., W 1/2' GYP. WL. BD. O CURB HEIGFIT VARIER 0 WOOD BABE N I ;Z L 3 I/2' A W OR F1 W/ 6'xb' WIAxWIA WWF OR FIBEI'tt`TEBH ON a 3 V1' CONC„ W/ .. 6-MIL POLY ETHYLENE VAPOR — WIN UALF OR IESI- OR F1 15ARRIER ON WELL -COMPACTED 6-MxLlIIA ET14YL'ENE ON 6-MIL POLY ETHYLENE ' CLEAN 1ERl11TE TREATED FILL VAPOR BARRIER ON z W z E WELL -COMPACTED CLEAN 4' 4' 4' 1 I/2' RECESS 4' 4' 4' TERMITE TREATED FILL (2) 5 RE15AR ON CHAIRS U I -0 (21) 5 REBAR ON CHAIRS 1—STORY FOOTING j W BLOCK WALL SCALE, IR • -0 !V 5 VERT. DOUEL LAPPED W/ BOND BEAM !V 5 REBAR AT CORNERS W/ 25' LAP MIN. TYP. REBAR LAP c AT LINTEL CORNERS KCAL : /t •I-0' Z / WAdUA WIF OR POERIEBH ON L "L POLY ETWI- TE VAFM BARREN 0 WELL -CC IPACrED CLEMI MWITE TREATED FILL 5 REBAR ON CHAIRS GARAGE STEP-UP r7 NON -BEARING SCALE: R'•I'_0' SEE MANUF. PRODUCT DETAILS FOR REQUIRED 812E AND DEPTI OF RECESS FOR 84.D. TRACK FINISH FLOOR I USLAB AT S.G.D. 11 WALE: 1.0-0' TIE VERTICAL MBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM .a aL a E VERTICAL REBAR a TO HORIZATIONAL REBAR W/ 10' HOOK f HORIZONTAL/ VERTICAL F REINFORCING SCALE: /2 • -0' 1-STORY FOOTING 4 AT GARA 0E WALL BEYOND WALL BEYOND —3/4' RECESS FOR - GARAGE DOOR c io -� • — _ III 3 1/l' CONC„ REAP. W/ 6'x6' WI.4xWl.4 UALF OR FIBEiiI'1EBH ON a a 3 IR' CONC., I�IhF. W/ 6k6' a ° " WIAxW1.4 UU.F OR FIBERMESH ON PAVER BASE 6-MIL POLY ETHYLENE VAPOR BARRIER ON HELL -COMPACTED s 6-MIL POLY ETHYLENE VAPOR BARRIER ON UE!LL-COMPACTED S' i,-0' FOOTING CLEAN TERMITE TREATED FILL z W CLEAN TERMITE TREATED FILL BEYOND W 5 REBAR ON CHAIRS L O 4' 4' 4' 6' RECESS FOR PAVE EXTEND FOOTING U p_0• UNDER PAVERS !2) 5 R.AR ON CHAIRS 8 GARAGE DOOR FOOTING PAVER RECESS eALE IWO g ENTRY DOOR GALE: I/i' • I -® z (V 5 MBAR SET IN SIMPSON HIGH z STRENGTH EPDXY 6' EMBED. MIN. (2) 5 MBAR • I.STORY L (3) 5 REBAR • 2-STORY ° < OUTSIDE REBAR TO DE ° n° CCNTNUOUS 3 IA' CONC, REINF. W/ 6'x6' a- WIAxWIA WLF OR FIBER'1ESH ON ° n. 6-MIL POLY ETHYLENE VAPOR BARRIER ON U.ELL-COMPACTED CLEAN TER•IITE TREATED FILL 2'-I' MIN. LAP TYP. RETROFIT FOR A OMITTED DOWELS &REBAR LAP AT FOOTING A R C H I T E C T S Design 10U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �m�oom0vvv� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 xxxoo—oo PROJECT#: R5025.038/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D tE: 7/25/18 S AT :1/4"=1'-0" SHEET 1) 1 SHINGLES OR TILE (PER BLDR) OVER *30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(6) OVER CMU 8' CMU BLOCK WALL SECTION — HIP ROOF SINGLE STORY SCALE: 3/4'=1'-ID' BATT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) 3 ATTIC ACCESS SCALE: N.TS. a° d' OPENING 22" x 30' MIN. NOTE: ATTIC ACCESS WHEN PROVIDED SHALL COMPLY WITH MIN 30' HEADROOM PER R801.1 OF THE FBCR 2011, 6th EDITION PRE-ENGINEERED ROOF TF BATT OR BLOWN -IN INSULA (R-VALUE PER ENERGY CL J' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U *5 CONTINUOUS REBAR PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CAL I' GYPSUM WALL BOARD f) 05 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) J' P.T. FURRING STRIPS a 16' BASE CONCRETE SLAB (SEE FOUNDATION PLAN FOR AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR AND REINFORCEMENT) I' GYPSUM BOARD IORHIGH STRENGTH CEILING BOARD OOD CASING AT AIR SEAL GASKET WOOD CASING 4 G BOARD (TYP) NOTE: L� SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' 8' CMU BLOCK ❑' P.T. Ix4 or'x4' MIN. DRYWALLIx4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FoR ATTACHMENT) DOOR CASING DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+%4" or +5/") DOOR JAMB TO BLOCK (+%4" or +5/") 8' CMU BLOCK -I ❑ P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE: NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED' J' DRYWALL Ix4 or lx2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+1 %") DOOR JAMB TO BLOCK (+1 Y") 6' CMU BLOCK P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE: I'=1'-ID' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED° ' DRYWALL Ix4 or Ix2 P.T. NAILER �(,' OSB (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) w/ �&' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 1%6") DOOR JAMB TO BLOCK (+1 1%6") 8' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKrrr's FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE: 1'=1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED' ' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) w/ a' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 %4") DOOR JAMB TO BLOCK (+2 Y") 8' CMU BLOCK P.T. Ix4 or J'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8' FROM EACH END and a 16' O.C. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' ' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") DOOR JAMB TO BLOCK (+3") 8' CMU BLOCK P.T. Ix4 or i"x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and 6 18' O.C. MAX SCALE: P-P-ID' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' ' DRYWALL Ix4 or Ix2 P.T. NAILER i&' OSB (4' WIDE MIN.) DOOR CASING VOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (1x or �(,' 055) w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 Ilr, 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT( SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and -a 18' O.C. MAX SCALE:1.4-0. NOTE: LT SHIM AS NEEDED TO PLUMB JAMB. P DO NOT EXCEED' J' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN.) DOOR CASING DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �r,' 055) w/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") SCALE: r=r-ID' UPLIFT UP TO 1,115 lb 5IMP50N HT520 w/ (10)10d NAILS TO TRUSS 4 (4) 4'X2 J' TAPCONS INTO BOND BEAM -ENGINEERED (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS UPLIFT UP TO 2 350 Ib -CONTINUOUS BOND (2) 5IMP60N HT520 EACH SIDE OF TRUSS w/ BEAM (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS ANCHOR RETRO—FIT SCALE: N.T.S. TAPCONS MIN. 2' COVER 2' APART WINDOW/DOOR JAMB 4 BLOCKING FASTENER SCHEDULE P.T. Ix4 or 4'x4' MIN: am SECURE THRU FRAME INTO BLOCK w/ (1) �(,' TAPCON (MIN. EMBEDMENT I J') 8' FROM EACH END and -a IS' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1' P.T.2x4: CED SECURE TO BLOCK w/ (1) TAPCON (MIN. EMBEDMENT 14') 8' FROM EACH END and 9 16' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and m 16' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 P.T.2x6: SECURE TO BLOCK w/ (2) a' TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH END and 9 15' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a 18, O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14 P.T.2x8: SECURE TO BLOCK w/ (2) �&' TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH END and 0 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and -9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. (2) 2x4: BE SECURE TO BLOCK w/ (1) TAPCON (MIN. EMBEDMENT 1 4') 8' FROM EACH END and Q 15' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 j' P.T. (2) 2x6: SECURE TO BLOCK w/ (2) J' TAPCONS (MIN. EMBEDMENT 1 J') 8' FROM EACH END and m 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 18' O.G. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I is P.T. (2) 2x8: EM SECURE TO BLOCK w/ (2) a' TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH END and a 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 16' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 149 A R C H I T E C T S Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 id �I"IIIII'� ��0�mo00vvoJ SUBDiv s� LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D E: 7/25/18 !PALE: 1 /4" =1' — 0" SHEET D 2 D NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE fir; O.S.B. or Y' COX PLYWOOD - Sd RING SHANK GUN NAILS im 4' O.C. 6 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS -, 6' O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS m 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 1/2' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.C. 9 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 9 6' O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING or y' PLYWOOD or Yob' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 9 4' O.C. m PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP E BOTTOM PANEL AND Sd RING SHANK GUN NAILS g 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 86 ROUND, MODIFIED OR T 2 %' .131 110,000 RING (16-20 RINGS PER INCH) 8d RING SHANK GUN NAILS e 4' O.G. TOP 6 BOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.SB. TO BE STRUCTURAL GRADE) tl r� F;I&N TOP CHORD BLOCKING a 4' O.C. MAX IN FIRST (2) FRAMING SPACES -9 EACH END -- PRE-ENGINEERED TRUSS or RAFTER — ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT BRACING FOR GABLE E C 8d RING SHANK GUN NAILS 9 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF (O.SB. TO BE STRUCTURAL GRADE) C Sd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS a 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS D ENDWALL FRAMING SECURE TOP PLATES w/ 166 COMMON NAILS a 4' O.C. 2-ROWS, STAGGERED NOTE: i DO NOT SPLICE TOP PLATES WITHIN 6'-O' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 SCALE: 3/4'=I'-ID' A R C H I T E C T S Design Coup-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 il\ I• svHDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 7/25/18 I SC�dr-s+'=: 1/4"=1'-0" 1 ,� 1 VTCR of ;IU6EA �' O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' �■�� —p o 0 -SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS '--SECURE 2x6 MIN. TO BLOCK w/ (2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 5IMP5ON or U5P HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 6IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT} 6 GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'sl'-0' 0 ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU 4 IQ GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. 1" MIN. SLI ROOM /1--PRE-ENGINEERED TRUSS $' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS Q 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ l0d MASONRY NAILS tv 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' rf'RE-ENGINEERED TRU65 " GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 `/s' METAL STUDS (25 GAUGE) ,a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE e 12' O.C. 3 %8' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1' MIN. MASONRY O NAIL w/ WASHER 0 32' O.C. MAX. ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-O' {U REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 51MP50N or USP HIGH STRENGTH EPDXY (MIN. 6' 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 Design PD U ITlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro u p. co m AA #: 0003325 �II'lllll'I �mv00v0vv� SVBDSV. & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT.- STATE OF FLORIDA 7/25/18 SCALE: 1/4"=1'-0" 1 SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED a 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1,10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (N0. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF 45TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: N.T.S. l' TO GAP MIN. W TO 8' W TO 8' a" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIFIE3ER BUILDING PAPER (OR APPROVE EQUAL) APPROVED METAL LATH FASTENED /a1" (VERT.) O.C. MAX A SUPPORTS WRB LAYER 01, STUCCO I (OR APPROVED EQUA ) WOOD SHEATHING PROTECTED BEHIND CON' PROVIDE 2X4 BLOCK FLAT MAX. 6" TO 8" FF JOINT WHEN CONTROL ON STRUCTURAL STUD 1 TYPE "M" CONTROL JOINT SCALE: N.T.S. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINI //v FORM FLASH I TO THE SHEATHING, M FORM FLASH 1 15 TIGHT TO THE PIF \ SHEATHING WITH MINIMAL AIR POCKS ASH TAPE CL JOINT z PLACED '1 CONTROL )INT FALLS HALF OF THE ING SURE THE AND TO THE OR BUBBLES. TAKE SECOND IECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF T14E PIPE IN THE STEP 2 SAME MANNER, MAKING SURE THE OVERLAP REA5 ARE PRESSED DO TIGHT TO THE PIPE AND SHEATHING. SECTION TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE 5PRA ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC OATING (OR APPROVE EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: 51DE LAPS OF METAL. PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU z R,, 5HEATHI WRB #1 TAPED T SHEATHING w/ Wi #2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING I' MIN. LAP s wrs� "I" i "IN Al FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 6CALE: NTS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 511DING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP 5CREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X1" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL — ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: fyTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) 8 6" S HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING '"IN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO \ .-_:\ WOOD SHEATHING j SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 4Design Groulrinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r E 8 cd E O s C SVBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 moo—oo PROJECT#: R5025.038/00001 I. WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA R 3 zjs# P' &TE: 7/25/18 SCALE: 1 /4"=1' — 0" SHEET VV E��T� AI E 8 cd E O s C SVBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 moo—oo PROJECT#: R5025.038/00001 I. WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA R 3 zjs# P' &TE: 7/25/18 SCALE: 1 /4"=1' — 0" SHEET VV E��T� AI $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN, STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE. OVERLAP 31 1 EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.G. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 8 WALL INTERSECTIONS WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 11, STUCCOWRAP (OR API EQUAL) TAPED DIRECTLY TO SHEATE LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 Y" ABOVE SHINGLES ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER ASCIA WRAP KICKOUT DETAIL 5 BCAI.E: KTA ""'" " " ' ECEIVE I COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP d SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: N.TS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION SEALANT ON TOP # SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLYE FOAM ("GREAT STUFF' OR SIMILAR I '—FLASH OPENING WITH PROTECTO PC SELF ADHERING FLASHING PER FL4 METHOD AS DESCRIBED IN DETAIL "PIPE PENETRATION DETAIL" APPLY I COAT OF SHER-CRETE FLEXIBLE CC WATERPROOFER 2" LARGER THAN THE ELEC. i OR METER CAN COMBO OR METER CAN AND WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP IS TO BE SET IN CONTINUOUS BED OF SEALANT, ONE -PEKE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 5IDE5,y4" SEALANT e JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH V A SCALE: N.T.S. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH' VENT PENETRATION A SCALE, N.T.S. WOOD SHEATHING WRB LAYER #2, FORTIF15ER WOOD WRB LAYER #I, BUILDING PAPER (OR CONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER #2, WOOD I —1/5" TEXTURED FINISH 0 WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR 8" CMU MEMBER'a I" O.C. MAX APPROVED EQUAL) TO %$" MID -WALL $" THICK, 3 COAT CEMENT WEEP SCREED WOOD FRAMED PLASTER (o' WIDE STRIP SELF WALL V TO 1/S" MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FINISH 6 MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (FRAME TO FRAME) (FRAME TO BLOCK) / H SCALE: N.T.S. 1 (D SCALE: N.TB. NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING 1 FLASH 1 APPLY 60 MIN GRADE 'D' FELT -ING OVER SELF -ADHERING FLASHING OF WAI OVER APROVED HOUSEWRAP �RETE WRB LAYER 02, FORTIF15ER :TER CAN BUILDING PAPER (OR 15CONNECT APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP P. STEP 5 TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT @ ALL SIDES �DRYER VENT (BLOCK) � B6 SCALE: NTSN.TS. PER FBC R103.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING �l SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR .ELECTRICAL RECEPTACLE 9 SCALE: N.TS. aR411E CCNST) STFP q A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5075 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r L0000�0�00J E 8 E O cc L SUBDiv & LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 XXX00-00 PROJECT#: R5025.038/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ✓U� DA 7/25/18 SC, LE: 1/4"=1'-0" SHEET VV2 WOOD 5HEATHING WOOD CON5TRUCTION Y4" HAT CHANNEL W/ Nall TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-780 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER AM66-WFWC-l80 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) R l Y 6" 5ELF-ADHEREING FLASHING WRAPPED o CORNER OF CANTILEVER v x--- AMIGO AM66-WFWC-100 CU5TOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 8 5TICK) 6" PEEL 4 5TICK o DRIP EDGE TO DECK I y"XI Y4" PT OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL S STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK 112"XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 Y4' GAP FOR BACKER ROD 4 5EALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD **COMPONENTS PULLED —�, I APART FOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 =0 TIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TU000 a a WOOD SHEATHING �ELF-ADHE51VE FLA5HING VINYL (OR APPROVED - EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL <TURED 4 PAINTED FINI5H $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER BEAD CA51NG BEAD X 3" 2(o GA. GALV. METAL DRIP )GE SET IN FULL BED OF 5EALANT, Iz" �. 5PACE FROM DRIP FACE TO TREX GAP FOR BACKER ROD 4 5EALANT ATTER RE515TIVE BARRIER 01 ATHER RE515TIVE BARRIER #2 DECK MEMBR NE, EXTEND OVER DRIP EDGE �3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y" MIN. 5PACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R1031.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WOOD CON5TRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) &--�RRIP EDGE INSTALLATION Y4" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL 4 5TICK) PEEL 4 5TICK SUB FLOOR DRIP FACE TG TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG E WATER PROOFING Ist LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTLEVE R 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 ill NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55 RIE5 ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D SCALE, N.T.S. I Y'XI y' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 Y' GAP FOR SEALANT 8 OPT, BACKER ROD milEffil =s*COMPONENT5 PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENTS IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING e 7' O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) /CORNER BEAD @ FRAME 1 �+L-1 SCALE: N19. CORNER BEAD (FA5TENER 4 5PACING l" O.C.) CMU %a" THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1 Fi1J SCALE: N.T.S. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y,2"x3" V' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 /2" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN 5HEATHING 6' 5ELF ADHERING 4 FLA5HING 1 y2"x3" V' FLASHING FULLY E�15EDDED IN ROOF CEMENT Y" X 3" 26 GA, GALV. METAL DRIP EDGE i 5ET 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 Ist LAYER (2 LAYER PEEL & STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER $1 WEATHER RE515TIVE BARRIER 12 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S Design ioU islnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��omoamv0ov& E O 8 6 N E r C SUBDIV. 8e LOT: 0 AKLAND LAKE (LOT 38) MODEL: 145E moo—oo PROJECT#: R5025.038/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. (STATE OF FLOPUDA 252gv DATE: 7 /2 5 / 18 SCALE: 1/4"=1'— 0" SHE�ET� �� V V A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" 5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW FRAME, NO BAND 13A SCALE: KTS. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR (j APPROVED EQUAL) r METAL LATH (>=xPLODEa s" THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYON WOOD 5HEATHIN WEATHER RE515TIVE BARRIER WEATHER RESISTIVE BARRIER %° X 1 Y4" LAP SIDING W/6" REVEA 6" 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLA5HIN1 STUCCO CASING BEA. SIDING TO STUCCO C BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 %° X I Y" LAP SIDING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIPPER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALVD METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/YS" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING Y$" THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 112 WRB LAY1 (OR � WRB LA (OR IN a 6"5ELF- WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH -RING FLASHING "''` I (txrTHICK, 3 COAT VIEW ITCEMENT PLASTER DRIP CAP CLARITY) Y) WINDOW FLANGE WRB LAVE #I, 5TUCCOWRAP (OR APPROVED EQUAL) OOD SHEATHING #I, 5TUCCOWRAP 'ROVED EQUAL) R #2, FORTIF15ER 3UILDING PAPER 'ROVED EQUAL) METAL LATH 3 COAT CEMENT - PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRA E, W BAND 3BACdLE:NTA " 5ELF-ADHERING �LA5HING EATHER RE515TIVE BARRIER #1 EATHER RE515TIvE BARRIER 02 TARTER STRIP PER ANUFACTURER'5 IN TALLATION 15TRUCTION5 " 5ELF-ADHERING FLASHING IALV'D METAL "Z" HLA5HING :ALV'D METAL "Z" 1 LA5HING WOOD CONSTRUCTION 6" SELF -ADHERING FL WEATHER RE515TIVE BAR 6" MIN. ABOVE TOP OF "Z WEATHER RESISTIVE BAR WEATHER RE515TIVE BAR GALV'D METAL "Z" FLASH WEATHER RE515TIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 6" 5ELF-ADHERING FLASHING �—WEATHER RESISTIVE BARRIER #1 —E-Z BEAD VINYL (OR APPROVED CA51NG (W/%$" FLEXIBLE PVC 5AG1 ROD) WEATHER RE515TIVE BARRIER #2 SIDING TO STUCC �C FRAME TO FRAME TF V SCALE: N-TS OND IER #1 TO LAP FLASHING IER #1 IER #2 SITION LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO ° WOOD SHEATHING SELF-ADPE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) riEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP y' GAP TYP A5ING BEAD TO UND°w $" THICK, 3 COAT CEMENT Y.' GAP TYP PLASTER GATING BEAD 1X TRIM MEMBER � STUCCO TO TRAM METAL LATH TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING \ / WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL d STICK SIDING TO STUCCO ASING BEAD 1 `t SCALE:( f CROSS-SECTION) WOOD SHEATHING oil I LWRB LAYER 01, 5TUCCOWRAP WRB LAYER #2,DEQUAL) (OR FORTIFIBER x BUILDING PAPER �+ (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT CExPLo 'E17 PLASTER YIELU FOR CLARITY) WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) S" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD CASING BEAD C RAISED BAND FRAME 1 J SCALE: N.TS. METAL LATH \ /SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WIND^ r-o "1vIC WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2: (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP U;��7 EZ BEAD WINDOW CASING $CALE: N.U. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER f — BUILDING PAPER (OR APPROVED EQUAL) — E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER j ROD INCLUDED) WRB LAYER 01, 5TUCCOWRAP / (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design )Gr up-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1111111111i,LommamOovo 8 O ca BUBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: 1452 �00-00 PROJECT#: R5025.038/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 3D !!%: 7/25/18 S ALE:1/4"=1'-0" V V A4 CUT HOUSEWRAP AT 450 ANGLE MODIFIED T' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WE) STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u scALE: rLrs. (FRAME) APPLY 06I H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). TEMPORARILY FOLD -UP E SECURE HOUSEWRAP (OR " 1'1. �' "P UNDER) at HEAD FOLD HOUSEWRAP IN AT JAMBS 4 SILL SLOPE SILL R.O. TO EXTERIOR INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN 00NUR STEP 6 NOTE: 1. IT IS THE CONTACTORS RESPONSIBIL Y TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP SEALANTS 4 SELF -ADHERING FLAS ING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHER SLOPE SILL FLASHING MAY REACT ADVERSELY IF P TO EXTERIOR COMPATIBLE. WALL FLASHING INSTALLATION NOTE: DETAIL (MASONRY) SEAL INTERIOR PERIMETER OF WINDOW 1�3CCi F. NT9 WITH SEALANT APPLY %` NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN ALIGN FLEXIBLE LINE W1 PRE -PUNCHED MOLES SELF -ADHERING OR SLOTS. FLASHING W/ INT. EDGE OF SILL R.O. INSTALL SELF -ADHERING—/ STEP 3 L-8" VERT. END FLEXIBLE FLASHING AS THE DAMS REQ'D. AT FLASHING AT THE SILL EACH END OF SILL INSTALL 6" SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP jIDi. 1 MIN. TEXTURED EMENTITIOUS COATING VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 8 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 J I FIF 11 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 PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTII APPLY MEMBRANE FLASHING OVER JOINT (0" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL APPROVED EQUAL) g" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 " 1 1 x J g" MIN. TEXTURED CEMENTITIOUS COATING CVERFRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 E O C O SUBDIV. 8e LOT: OAKLAND LAKE (LOT 38) MODEL: �]1452 AAA00— 00 PROJECT#- R5025.038/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA DA,tE: 7/25/18 SALE: 1/4"=1'-0" 1 V V A 5