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Home My WebLink AboutBUILDING SITE PLANCONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, FILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES 52 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX 0 0— 0 1 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS Havyws a n h o m e s 1. co m TABLE R301.2(1) 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 n FREEZING ANNUAL LOAD (mph) effects` CATEGORY" Weathering depth° Termite` TEMP` REQUIRED" HAZARDS INDEX TEMP N/A 160-C N/A Negligible N/A Very Heavy 4S N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.3S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) •ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R 3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS C 15T FLR. LIVINGS 1,452 SQ. FT. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LIVING 1,452 SQ. FT. RISK CATEGORY II • EXPOSURE CATEGORY - EXPOSURE C GARAGE 393 SQ. FT. • 1-STORY RESIDENCE - ENTRY 19 50. FT. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES LANAI 50 SQ. FT. • STATE OF FLORIDA TOTAL 1,944 SQ. FT. CERTIFIED BUILDING CONTRACTOR: CU51C VOLUME LIVINGS 12k32 SQ. FT. RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH _ • STATE OF FLORIDA (ELEVATION B) W/ LANAI 40'-0" 55'-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 I T E C T S Design 1 oU p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro up.co m AA #: 0003325 I�"III"'ll �mo0��000J SUBDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 xXX00-01 PROJECT#: R5025.041/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 0 1 2' 1/7/19 &t. SO ;.ALE: 1/4"=V-0" 1 z 2 .., Ln —5 �o m �2LLI 10 z LL Lu co my Lo F Wz a� 00 zz Qa to O zuj aU) 19a-GY 91 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12 13. 14. 15. 16. 17. 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 (PSF) Al SLEEPING ROOMS 30 A,2. ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4, POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C.1. "* MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA El. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E.2, EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5, OPEN BUILDINGS 0.00 E.6.. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LNE LOAD___ESL F.1. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 .GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5(FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE Co , TRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLET€D BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS AR€ 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 ARCHITECT/ENGINEER, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, WHERE BUILDING LOCATIONS ARE. DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE R€BIDENTIAL 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 UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS. LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 CLASS 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 4NCH 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 %=•INCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1. 2. 3. 4. 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 Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN%INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTMC476, 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 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR 031 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER 3/.^ D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS ly? 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIAAGCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE. LUMBER D. TRUSS PLATE INSTITUTE: DA. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv=175 PSI 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 67H EDITION (20% SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/1W OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IT ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MIDSPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 112" COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, 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 AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL. DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI7fPl 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20, DRAFTSTOPPING TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY,.DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). 91 MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8-4' WINDSPEED/EXPOSURE 1 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING I @ 16" O.C. I @ 16" O.C. 1 @ 16" O.C. 22. IN VENTED ATTICS BAFFLES ARE REQUIRED T AND I T Q 0 BE USED INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FED, 6TH EDITION (2017) ENERGY CONSERVATION. DI I IRAI2I\IP_ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY l" 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 & HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM ''W PVC (SCHEDULE 40), INSULATED WITH Y? AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE 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). B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH A" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS 'L" FLASHING •- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS •- .CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE. DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I IA AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND. AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH. SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S 1441 N. RVNALU KCAUAR OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��voovvvoovJ sUHDIV. 8c LOT: OAKLAND LAKE LOT 41 MODEL.: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORDA ) DATE: 1/7/19 SCALE: 1/4"=1'- 0" _"mill •) SECURE STRAP A/C UNIT 51MP50N W5 ROLL t0 CONC. Ul/ C2) STRAP OR EQUAL 3/16'x2' TAPGONS� 3 1/2' THICK---" N�--SECURE STRAP GONG. 5LA5 TO UNIT U)/ (2) "Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL HEN SINKS D VENT PLUMBING ISOMETRIC (SEWER MODEL 1452 RYAN HOMES I/4'x3'x36' STL. POLE ON 1/4'xb' CU. BASE (2) 1/2'x6' A.B. a A BOLLARD DETAIL 301-0" 10'-01 611 g, O„ 6 24'x24'xl2" CONC. FTC3. UJ/ (3) S REIBARS EA. I/)[ UJA'T' ON CHAIRS MIN, 3" COVER (2-TYP) PAVERS EDGE LINE J L—* 0� 10'-9" 1 B 0 DI HB. -3 I/2 Dl TYP. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ II o'-o' FIN. ELEV. ■ FIN. CON✓• SLAB DI ■ 3 V2' CONC' REINFORCED TYP. W/ 8kb'-WL4 x W1.4 — ON 6-MIL POLY ETWYLENE VAPOR BARRIER ON 1EWITE — �� --,ten ■ ■ TREATED 11ELL-021PACTED CLEAN FILL i �� it L1 E----' Di TI �4 I f If 1' PVC CHASE ili i I 4 li C% N Dt FOR ELEG.; :_ t.li ISLAND L__J ie �� `�6 xbq �; LAV. I I P9 R a, 1 5'-11" 8 _I -I" r _a" ii 8'-9' I _ I OPT (p ----- i i .A/G i R/Lv i i REF, /x� I � / v DI 3/4 r 3 I/2' CONC. SLAB WIC CONDENSATE r---ram - -----I ■ LINE LLu JJ Ian I EXTEND I � 7UB Y �_i 4' SLAB 1 1/2' W/C /H 1 � � /•/y.ln \� � f � � � I / N ■ I BOLLARD 4— DI LAV, 211-4" 4 I 9A S c0 DI -6' RECESS SLAB M ■ PAVERS ` — FOR PAVERS c�v `vl I VI ■ ■ W I ■ 4 @ 24'x24'xl2' GONG. 3 1/2d lu FTG, W/ (3) +5- Dl - REBARS EA. WAY 3'-4" 11 cA ON CHAIRS MIN. I v Dl ■ I 3' COVER (2-TYP) + - + HB. IT PEDGE Q ■ 8 LINE 0 t0 I V I Dl 4 I ■ —i ■ I� I ■ L— FOUNDATION PLAN SCALE: 1/4 = 1'-0' ELEVATION _8 �' S 4 4'-a"4 19'-4" 40' -O o A R C H I T E C T S 4Design Grouislnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 �IIII"IIII �o0mo�omoo� SVHDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHTECT- STATE OF FLOPoDA JAN o �f 77 /1 DATA'/.7 /19 SCA E• 1/4"=1'-0" SHEET or U 1 � 28'-6" ■ ■ 24'-S" 15'-10" Q i r ■ i 30'-4" • I 31' _ 4" r 37-2" yoz I `r ■ ill � 9 v � � 1 r a*1 N m ■ N N • 4 N ■ • INS • N I ro — N • • _ ■ 1 - ■ I ■ I ■ I - 1 I m m 18 _O 10' D" D FE P L1 � SCALE: 1/4 = 1'-0' ELEVATION ' A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd es i g n g ro u p. co m AA #: 0003325 �IIIII"'ll L pmp000000J 1� SUHDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXXOO-Ol PROJECT#: R5025.041/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA a9 ,1rY�.l xi 9 I JAMES CANTWELL A O 12079 D E: 1/7/19 S ALE:1/4"=1'-011 SHEET or u WALL LEG-�ENp 8'-S' BLK BRCx. SHEAR WALL SEGMENT WOOD FRAME BEARINCs WALL INTERIOR 2x4 WALL16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM INTERIOR NON -BEARING FURRING WOOD FRAME WALL: 2x4 ® ® 24' O.G. OVER FOIL RIBBING AT MASONRY 24' O.C. MAXIMUM, .O L-6E3 ---- - ■ O LANAI L-6G I 8'-S' GLG. L-6A L-9 L-8 L-1 L-6 5068 SGD ■ I 25-SH 25-SH 25-SH EGRESS i� L GREAT ROOM 8'-8' c� DINING L-10 ■ 8'-8' cLC% ■' OWNER'S SUITE I \i 0�I u O I KITCHEN _ �: ■ I i W.LC. 0. BATH 8'•8'CLG. sill li II■I � � BATH 1 BEDROOM 3 • �---� 8'-a'aG. �— ■ lu F R ■. 8,,8, �� f 2-CAR GARAGE - - 8'-a' act. [■ ■ ■ ■ D �i ENTRY ■: - - ■ -�I, BEDROOM 2 ' 8'-8' cLG. ■. L-1 16'-0' X 1'-0' OHGD I EGRESS — J L-4 LINTEL PLAN. SCALE: 1/4 = I'-0' ELEVATION 'B' UN L-6E3 ---- - ■ O LANAI L-6G I 8'-S' GLG. L-6A L-9 L-8 L-1 L-6 5068 SGD ■ I 25-SH 25-SH 25-SH EGRESS i� L GREAT ROOM 8'-8' c� DINING L-10 ■ 8'-8' cLC% ■' OWNER'S SUITE I \i 0�I u O I KITCHEN _ �: ■ I i W.LC. 0. BATH 8'•8'CLG. sill li II■I � � BATH 1 BEDROOM 3 • �---� 8'-a'aG. �— ■ lu F R ■. 8,,8, �� f 2-CAR GARAGE - - 8'-a' act. [■ ■ ■ ■ D �i ENTRY ■: - - ■ -�I, BEDROOM 2 ' 8'-8' cLG. ■. L-1 16'-0' X 1'-0' OHGD I EGRESS — J L-4 LINTEL PLAN. SCALE: 1/4 = I'-0' ELEVATION 'B' UN COMMEN CAST�RET� LINTEL SCHEDULE LINtEL No. LENGTH TYPE COMMENTS L-I 1�'-4' 8F28-IB/17 PRES7�SSED L-2 4'-6' 8RF22-08/IT �CESSED L-3 5'-10' eFlb-OB/IT L-4 eF24-OB/IT L-5 4'-6' 8F24-0B/IT L-6 �'-6' 8F24-IB/IT L-6A 9'-4' 8FI6•IB/IT L-�oB II'-4' 8FI6-IB/IT L-(or 9'-4' 8FI6-IB/IT L-'1 4'-6' eF24-0B/IT L-8 4'-6' 8F24-0B/IT L-9 4'-6' 8F24-0B/IT L-10 8F24-08/IT A R C H I T E C T S Design Grou ►nc.14-1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IL �IIII"IIII ��gmomov� SUBDIaB-LOT: OAKLAND LAKE LOT 41 MODEL: 1452 Xxx00-01 PROJECT#: R5025.041/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHffECT STATE OF FLORIDA JAN t " r D TE: 1 /'7 /19 SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A'EPCr-.APT 11_I INT=A P,LPH I LI TE5/FT) li, GRAVITY OVERALL LINTEL LEIY-rTH BF8 mB 5PO WD, BFI6 08 IP20-0B BF24 08 5F]B-P.2 BF3rz-08 (TYPE OF LINTEL) &lB �16-18 ZF].-02 r 359 O'51 `EFe IB ' &'13 8 BFIb IB - 51 AF24-18 66/Ol E654 30v= J 9 563 2'-B'TO 3'-b'(PRELAST) cal 3969 466B� -151 bla 'Fe. 1E,rl l 8914 lele 96 1D394 ISm9: TVIH AGl `266 T04'-0"(FRECABV 13bb ]69 4605 13 vli 8914 MeL Are 96 � LING% 2..i1 l53 _ 4--I'TO 4'-W (PREOA6D E. 'i 21B9 -- 451b bls 1438- 541 :]7:aaw 123 p234 B09 96&6 4'tg_ >4 P-I'TO a-4'(P.ffONET) 1211 )663 >m90 oab5 (]84`e. 34 @33 Gla- lue 111, 2090 49 3009 „ W-5' TO 5'-10' (PCAST) 0I{AH .&31 E6Y-- 436 -4m 3m31 'To A13 Bis ". DOII 3A 5'-W TO b'a6' (PRECAST) iii, 1,1 2b52 2205 6369 d10 _ 039a -1 AF 5 IND7 10 6'-l' TO T-W (FRECAST) 143 } 10 --� III9 116E -. bal4 162� 2564 %01 14E6 3961 2a11 6Al2 :. 33., 6 639@ l'-l' TO 9'-4' (PRECA.4V 954 1�5NO1Uu_ 596 890 209E 2--- - - 11.1 2163 2536 9'-5" T010'-6' (PRECAST) ilB - 1G52. If. 13J 'f�.3.. 5 r --' 643 415a. '- 10'-T TO IP-4' (Plai 362 "1 545 1 66 IBab _ ". 94F 1366 I5a6: 125- W54 R3 Le2-. 0$ M1DG6 35ti3 5a0 ell Iris' T012'-0- (FRcGABT) 337 64p - , BR9 --- NIB- I6B4 l0 IaaH 3 a06 1538 '3'.6 -- 365a eL3 11 1 155 Irz'-1' TO 1V4" (PREGA5T) 266 Im S Isis- 1.2 1,26 10B sl& IN,11 212 .ae: 163m ' 411 '154 1 424 IV, 11 14'-O- (FREGA T) --- 106 I¢Z 131h Ne NR 1691 p" NR d63d F• n-___ NR Nt 14'-1" TO I4ea. lPRE61RE0 ) NR 4 a 193.: --'"" 110 1e02 N¢ NR _u_r._Y 1 5n NR 1 I " 112. LR N¢ 14'-9' io 1V4' (FREbTRE&9ED) NR K@ O )259 3> O 6 232G _ 2BC N4 NR N¢ NR \¢- LR 15'-5-TO I7i-4'(PRE615E651i R e59 6 N¢ NR _ -GOB NR R 2043m0 LR 545 Ne I N 11 -5- i019 a NR F %5 420 I _ 5@ D3- N2 NR TOI, N2 ". nl6 NR NR N4 19'-5'i0 11'-4'(PRESTRE6sED) NR - In 1 >40� Ne 5 6 B45 1 ¢ NR 114 Y>9 Na NR - 1468 NR NR .. �" 99 11 5 01 0 IPRESTRE ED) NR --6 15 --- ' 31 5 550 ffia - IG4l 285 m 13.,. ' Ne N4 NR 1 IJF 22'-1'To 24L0'rPRE671E=_s6ED) NR Y' RB ]B0 -1 `45a �4 ee4 :. iP92 1222. 4AFF I / ATYP (I RS/FT) A"PR2FGA4T II-1 IMTHI S doom UPLIFT LATERAL OVERALL LINTEL VENGTH 8F5-17 e12 BPS. 1 P1201T &F24 &T21 r Vier (TYPE OF LINTEL) BPF 2T &Ol 2 BFee O &l0 BFB Role -" N{.2T BF'6 : &'91-2T 56e [6..5 35a4 4L,94 5263 632 '162'. 2'-1' TO 3'-6' [PRE-GA6D Ile 26-5 G 3524 G6G 4B94 15 5363 662 _" 4� m 5325 ,�I , - '025 10M IB98 I b%_ 6019 3'-l•1O 4'- m•lPRECAen sa 14e bo G' a15 3T ns�m 6m 4111 $Bl9 l66 709 1309 1 6a P 4'-1•TO 4'- 6' (PELABV 2 40 IT I _ ] 0_ 2 'c :,915 A Z - Ow 411E 77 35 61 > 592 5" 1"' - � 4 1 4•-l' TO B'-4' (PI6CA5T) _ G'v IT8rAaS Is a 5 I:o 2 4vd 411 411 t43 V" I e TO W-10' (PRECAST) 919 ell bl G ab 266 28 3 1013 20 - Hill - 340 B09 6Ha - 2 1 -ll' III TO 6'-6'IFRELA6T)ii © I B 6 21 9G 32I _I b91 111 490 111 6 115 2 6'-7' O l'-W (RwECAOT) 1e2 - 1624 92 2416 ]Ell 32 B 424 634 63 591 l 9 I I I&5 21T 211, Y-l' To 9'-4' (PRECAST) , 591 1 Bb2 P 3 E 6 3 94:9 -2E 512 13m 11 2619 030 s 16 laB 146 leu 201 9'-5" TO 10'-6' (FRECABT) a39 6 - 9 147 bi ]265 2l 6 1B4 LIV b9 14 m Boo 12 J IJ Tel Irvin• To II'- ]60 462 I84 <s4'. G1 G '+ 3l2 I6H 1 91 216E 41. J II'-5" 7012'-W (FRECA6TJ Isle,- - - " 244 402 131 410 sin IN .+o IT G. 1 IBB scro 13 96 12'-I' TO 1V-4- (PRECAST) :.... 1 � u1B es I . -BB' . 211 B24 110 3B415F om C sb In 13'-5` TO T4'-0' (PRECAST. 40 - 19 1 41 1-1 3 l d0 m6J 1lel IS>0 I B1 n2 - IPOI 2O9 293 100 14'-I' TO W-B' (PRE5TRE06EDJ - NR 204 91 146 I bb3 EE J V.3 ell 11L Pu' 2= 31 14'_e' i015'-4' (FREsiRE99ED1 13E 3 8 60 98 -6^ 24P 6m tib 0fi6 _' - NR 259 BE 15'-5•TO I7i-4-(PRESiRE66ED) - 6 0_ NR 11 64 2 396 v'1 506 ,4B- © 1 19G Ill 1-11 1- bbl T4 11 -5•TO19'-4•(PRE57RS55EDJ TILT yR 140 52 I66__ 4 4,9 1 6 B e-'I 1059 " 5 15' 5' TO 21+4' (PlesmE EDJ J42 12 HT '13 11A � 31 T21 5 6 6 19AYJ NR 125 Q 6,0 9'-5' TO I2 -0' (PRES1�90 D> _- _ VR 116 4D 1ST 95B bl S 680 663 alb 999 14_ s6 2R'-1' TO 2a'.0' [PREST�96ED` _ _ _ I5 _ - NR 91 30 p2 � 465 SORE 1'6 e" PREG45T W/2"RECE56 DOOR U-_ \TFI_5 SAFE LOADS (LB5,F7 ) Ae'1U R' GRA)lTY OVERALL LINTEL LENGTH 8rv' GB iFG 'Ci B.>O R R 0EBR,6 9 Ale .-D (TYPE OF LINTEL) RF6 B 6R'•9-13 BR£ IB 261b-18 861E EOF-F16 13 T_64' ER°3pT. V61_ 3'-b'TO 4'-4'(PRECA9T) 1695 r>- 63 633 --9 06 &6 a 2 68 8G60 9419 9 9:4 IOB93 904 5 (. 6J 4'-5' T04'-6' (PRECAST) 1464 Ejilj6 695 2O& b le x.0 vl 011 >49 66 4'-1' TO 5'-0' (PREOABT) 066 l 2161 45&l �s@9 .0 191 el I 0 3 653 NOO 2124 r64- 5'-9' TO 6-10- (Plai ao 2342 90 IB T4'Ai 3 0 006E 190E 5048 l '4 B 06 0 Is, 90 6 182_. 3120 - - l5 419 - LI%9a- li 6 T6. Sl 3 13 2e 6'-9'TO T-b' (PREG45T) 666. a sa GGL' 155 149E 2a59 Aih� J& _99 6a 3293 L 29 4.9E 34G l'-l' TO 9'-0' (PRECAED all 2& P9 r 566 GiI9__l S129 4 9 B691 A"PRFCAST W/2'RECESS DOOR J-LINTELS 64FE _OADS (L58/FT) 4 Gd®11 it OVERALL LINTEL LENGTH BRr6-IT 8RFIO-IT SRFI4 n LFFIB BFF' 2 BFF(b-li BFg30-T (TYPE OF LINTEL) BR116 eal RCMII bRP,11 VPPZ 2T., 4�s 166E axFl4 2i 9FFIB -e BEV 2T BR'G6-Gi _ 336E 3956 YR ; 4G 3'-6• TO 4. ' 4'(FRECABT) _ . - l68 l5l 1164 9@5 IGbn b612G4 'J6G YDE6 3lbl 44a5 ^ Wi) _ 4'-5 T04-b'(FR-CA6i) Bbl 6G4 615 IN, .360E .T13 360 [<15 n9- 11,e4 3>A 4943 3 664 663 1013 4'-1' TO 5'-6' (PREGA6T) ' 400 40l 655 4 i5 yu9 T,, 6 UxF4 3382 531 6ss n46 211 R J22& 13e 5'-9'T0-10'(P,Z%CABT) 5' 682 "1 016 ,3 brio 23. ._ 5-1 929 n46 J53 Y, 1106 1 ro d4 a 3 13° 3.3 5' -II" 70 6'-6' (PRECAST) - -- - - -- - Peo 't. - 5^b 100 464 l 3G I Bm s A`9 36 3as 1 '6B IV l'-6'(PRECA9T) 066 39B 95 6a --i166 256T 36 6E oe: 2 &-2 -1 296G 509 6T4 363 23E-' l'-l' TO 9'-B' (PRECAST) '016 3l0 990 114 - 295 . 5em IG : 1306 I101 I3J1- ASTEE MET49 LINTEL SCHEDULE C MATER1,4L5 I. f'c 5' precast lintel • 4000 psi 2. f'c prestressed lintel = 91000 psi 3. Grout per ASTM C476 f'e = 3000 psi w/ maximum 3/8 inch aggregate 4 8 to If Inch slump 4. Concrete Masonry Unite (CMU) per ASTM C90 w/minimum net area compressive strength = SOO psi 5. Radar per ASTM A615 grade 60 6. Preetril ing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C270 type M or S GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore fllleo lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 1 4. U-Lintele are manufactured with 5 1/2' long notches at the ends to accommodate vertical _ cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection Information. 1 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete mason[ units. P y 9 Safe load ratingbased on rational design ' analysis per AI 318 and ACI 530 g 10. The exterior surface of lirtels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. II. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load} Applled horizontal load S L0 Safe vertical load Safe horizontal load IZ Additional lateral load capacity can be obtained b the designer b providing y 9 yP 9 additional reinforced concrete masonry above the lintel. See detail at right: m=1500pai SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE R' CUR TYP 2) 5 REBAR GR40 or GR60 5AFE L04D T,45LE NOTES I. All values based On minimum 4 Inch 7. For composite lintel heights not shown, use safe nominal bearing. Exception Safe loads for unfilled load from next lower height shown. intels must be reducec6)H1,�=. if bearing length is 8. For lintels lengths not shown, use sa Fe load from less than 6 1/2 inches. next longest length shown 2. N.R. = Not Rated 9. All safe loads in units of pounds per linear foot 3. Safe Toads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar IL The number In the the parenthesis Indicates the 5. One 01 rebar may be substituted For two 5 rebars percent reduction for grade 40 field added in 8' lintels only rebar. Example 1'-6' Intel type OF32-16. safe. 6. The designer may evaluate concentrated loads gravity load = 6412(R, w/ 15% reductio& 6472 from the safe load tables oy calculating the (.85) = 5501 plf maximum resisting moment and shear at d-away from face of support. TYPE DEeIGN,4710N F - FILLED WITH GROUT / U = UNFILLED UANTITY OF 65 REBAR AT IF re BOTTOM OF LINTEL CAVITY =1/�/li QUANTITY OF 05 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH -5 REBAR AT TOP MIN. 0) REQ'D I-I/2" CLEQR J ~ I U 1 aQ i W GROUT U Z ;p 65 REBAR AT BOTTOM • • • OF LINTEL CAVITY BOTTOM REINFORCING' 1-5/e'AGTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH dNs r TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8' x 8" LINTELS LINTEL (PLF LOADS SAFE LAT(ryERE FA)LLOADSLATERAL Tne1 Lagth T �• Bk8' PLAIN Vx8' Ball iael Le'1V Type B' DOOR HEADER PLAIN B' DOM LEADER SOLID' 2'-I0- Raest RED 3%4 3'-B' Racmt In1 2011 3'-11 Framt 1166 231D 4'-0' 111 950 1671 4'-1. Pracmt P4 1614 4'-1' Prices! a6I. 1521 P-b' Recee! 638 1266 4'-4' P..x 185 ES& 4.8E R,Vwt 5% 1163 4'-B' Precut 659 1165 Pni 666 1355 5'-8' Pi 650 Ill! 5'-10' Rabin Sa IID3 6TB• Precast 504 964 V-4' PDOM 634 1*4 1'-B' Recent 411 181 6•-b' P.A bl2 11W B'-B' Raest 356 664 6'-8' Rant Fro tl0 9'-B' Rec4ot 286 535 1'-6' Frai 496 838 1'-1' Rarest 425 094 8'-0' Rant 351 814 354 T E 211I� q1"'.. 4b3 W 00 Rv�et. 164 549 R'-b' Raceet 143 504 W-4' Rant Is 42N 14'-0' Reomt 99 39T 14-8' Reetrmeal NA 34i 16'-4- ReetrOeeea NA 302 IT-4' Rawu ed NA 25 19.4' Pravaeed NA 116 24Y-0• ReWimed NA Be 21.4E ReeVaeeed NA 131 22'-4- Rmveeeed NA 10 24'-0- RseVemsd NA. 93 NR - Not Roca wded '\4i LO S Eel'TT CONCRETE P.O. Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 DIN NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY F GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, &TH EDITION (201U, SECTIONS R4022 4 R606 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS IS012 4 2101. 13, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-06). 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (45CE 2. CONCRETE: 2.1: CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 21-1: PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2,62. PRE -CAST WAPRE61RESS REINFORCEMENT-6000 P51 24_4. GROUT PER ASTM C416 - 300E PSI W/ MAX. 3/8' AGGREGATE, 8" TO II' SLUMP. 22. REINFORCING BARS: 24.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION A5TM A615 (GRADE 60) 4-2. STEEL IN LINTEL AND KNOOKOUT BLOCK (PLACED IN FIELD) ASTM All (GRADE 40). 24: PRE -STRESSED STRANDS ASTM 4416 1-WIRE, STRESS RELIEVED 270 K61 2.4: DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No 1 REINFORCING SCHEDULE &.LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 x 8" LINTELS LINTEL LENGTH CLEAR SPAN UNTIL TTPE LINTEL STEEL UNFL LED vl AE TY nnL rm;'w CBL ki Vii GRA T CAPACITY rint rinu UPLIFT CAPACITY nnL (v5u IpACIT CAPACITY anL nnu aETraa BAR TDP.BaR GRAVIT LAPaclrr 2.0 6 PRECAST M) Z 1 (2) Z 4245 18M TOM 852E ZMW B'-W 2'-2' PRECAST M)Z (2)Z 2415 Bal 3831 486 4815 4'-0' Y-8' PRECAST (2)Z (2)Z Ilea 2111 2111 38*. 39 4'-6' 3'.1' PRECAST (2)R (2)Z 1343 2165 265 2608 26M 4'-1' V-4- PRECAST (2)5 M)Z 1232 2011 2011 2421 242E 5'-4' 4'-0' PRECAST (2)5 (2)Z 1=6 1661 1651 Wo Be 5'-10' 4.4. PRECAST (D 5 (W %e 1423 1423 1410 AM 6.4E V-0' FRECABT AWN (2)9 T40 M3 1263 1216 405 6.6 5'.V FRECABT 0)4 M)Z 10 D32 123E 1145 1348 11.1.6 4' FRCAV 0)4 (2A 662 IIBI 1184 1011 1295 1.6E 6.2E PRECAST 0)4 (2)Z 510 5V 951 625 100 1.8E 6'-4' PRECAST (2)N (2)4 BE 659 BIBB, 184 1041 -WHIP 6'-B' I PRECAST 1 (2)N Mn 518 Sol BOB 1 112 9s4 8.4E 1.0E PFEC46i (2)4 (V 468 &I BSI 640 S21 9.4 1-0' PRECAST (W4 (2)5 46 126 126 499 ISO 10.6E 9'-2' PRECAST (2)4 (2)Z 354 65 615 380 613 Il4 10.0E PRECAST (2)5 (2)5 35 %1 %1 311 601 11.0 1V-8' PRECAST (2/5 (2)3 292 525 Va 211 561 11.6E II.2' PRECAST Ov 5 (2) 5 211 4% 4% 251 512 13.4 12.0• PRECAST (1)5 (2)ls 255 HBO 'as 214 4a2 4.0E 11.8E FRECA57 M)5 (2)ls 239 430 Am ED SSE 4-B 13'-4• PRESTRESSED (WN (2)Z NR 40 418 230 446 B-4 4-0- PREBTRaUD W4 (WZ NA 919 BIB 110 401 1-4 b`-0' FEBTE68ED fW4 fWZ NA 1is 289 163 BIT 19.4' IB -0' PR OIRS SID 11) `5 125 NA 44 n4 BI 254 ]m'-0' R'-B' FE91RB0ED WINS (21'3 NA 201 201 tl2 231 214E 10'-0' PR9TR89ED (Ells (Ells 1 NA 1T1 I Ill O1 2M 21 0' 10'-8' FR9TRS$ED WINS (Ells NR 164 1 54 .10E Pb 24 G 12THI I PfE91REB9ED M)5 (11ls NR 132 BT B4 1 163 N.rt- Nul NO.Orill .TB9LE_N.o 2 _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LCIADS (PLF) 8" X 16" COMP08; TE LINTELS LINTEL LEW47P CLEAR SPAN LNTEL TTPE LINTEL 67EEL GRAVITY CAEAzlm (0nL Oft GRAVITY CAPACITY (InL III UPLIFT CAPACITY ell eln UPLIFT CAPACITY (DEL MnJ B01"i BAR TOP 5AR C T () 5 2 0D 00 10009 )GODS 3 6 2 T FEOABT (2)Z f11 MI b000 GOYA 10009 PRECAST (1)Z (D 4261 000E 5139 10000 -2' PRECAST (2)'R f2)1 32I1 S61 659E ]GOOD 4'-8' 3'-1' PRECAST M1Z (W9 2sw S44 6049 I a-4' 4'-0' FRCA5T (Ells 4813 6431 4421 1041 510E 4'-6' PRECAST (2) ls ( ) 3BS 5015 3600 543E 6'-4- 1'-1. PRGASt 0)4 f2)S 4115 6115 1981 4411 6-6' 5L2' PRCA9i 0)14 M)R 3934 39B4 100 4151 6-8 5'-4' PRECAST W-4 (2)q 3115 BIN 3653 M% U6' 6-T PRECAST (W4 (2)1 19n MIT 203E 306@ 1-B' 6 4' PRECAST (W•4 (11 11% 2196 BW B01 B- b-6' OAST OP4 (WZ 25311 25811 n54 21M 6-P l-0' PROABT (2)'4 (DZ 2B% 23% IBM 2506 9.4E B-0' AST (W4 (2)4 1%9 1%9 12M 2055 B 9-2' CAST M)•4 (2)Z *21 4T SO 169 II.4 10.0E PRECAST (ills I'll AM 4% 195 150d q 0 0'-B' A9 (D5 fW5 1335 1335 69T 1319 12.41 I1-2. PRECAST (1)5 291 SET 634 0% 13 4 12.0E Fill (DS WINS ICI 1144 545 IDS 14-V I@ B' PRECAST (2)5 a)5 1101 1066 496 II 14-V 13 -4' TR$BEO 0)4 (DZ )PIS 1451 902 1SIHI 4-0' PR%iR60ED WN, 2) 191 1211 411 833 11 4 111.1E TRESSED M-4 (D BEE EBB 325 641 19 4' S'-0' PASSED (2)IS "s 185 is 260 513 F96TRIBBED (D5 !11 125 129 I43 419 21 4' 20'-0' $1R6%D (Ells lW 633 3 213 410 23.E 20'-e' 8i 55S) M)5 f21 591 591 200 394 24-0' 22'-If PRESTRESSED WINS fW5 48l 41 K1 330 TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL LENGTH CLEAR BEEN LINTEL TYPE LNTS. STEEL GRAVITY CAPAGTY (OnLnnJ GRAVITY CAPACITY (InLflnU.. URPT CAPACITY IInL(Inu V irT CAPACITY (inL(2)Bu BOTTOM BAR TOP BAR 0 3-b 2-T FIBECAST (DO (2)1 lb46 )Vice I0000 44 1,8E PREGAST fWZ (DZ 5603 loam® coal 100mD 4-b .31E FRz45T (2)R (1) 414E B541 100m9 VH51 3.4E PECAST M)Z f2)2 31% 100D0 7830 ImO09 5.4E '4-0' FRCABT fW5 (2)Z 6239 10000 V35 10mmD 111 4-6' rIial ( DS (2)5 6 8109 4 661 6 4 1 5-0' PRECAST 4 6`5 6151 3%t T42 TUG b 6 BL2' PRECAST M (2)-4 Mn(WZ 626E 625E 625E 65% 6 e '8.4' PRECAST (W-4 (DZ U41 3441 6124 16 6'-2' PRECAST (1)Z 431E AN 43P 43tl 26% a 4b09 1- ' 6". PRECAST W-4 f2)-4 (L LOSS 261 4283 8'-0' 11 PRECAST 4 B 31M 313E 2 1B 8'-4' T-0' PRECAST M (De4 a)x 342E 343E 9'-4' e'- PRECAST CA 2211 &V 160 BOB 2838 0'-6' 9•-2' PR:CA6T W14 M •4 M)Z 221E 221E Nil 123 2785 II'-4' 10'-0' PRECAST O 5 (W ls H94 1%4 103E OG 1099 11'-0' 0'-V PRECAST (15 (W5 nT$ 1119 50 52a 1Bebm INV PRECAST (1 (2)5 lbbl 1661 B18 1101 13'-4' R'-0' DART MID M)ls 150E 15O1 18 1414 14-0' p'-8' PRECAST WINS 2 5 1399 m 636 1913 4-6' B-4' PRf57R59ED (2)4 0)Z IFA3 I053 561 1131 III 4HV PRSTR9EED 0)4 Mn 1124 1124 536 IGSB ❑-4' 16'-0' FIBERRE&SED (2)•4 (2A 930 30 41162 1.1. 0'-0' PR6TRBBED MID (2)5 Al 3 334 859 20 0E 0'-B' FE6TE8%D !Ills (D 5 ... 9 31 61 21.4 20'-0' STRESSED PE (115 52 851 251 FRSTRS6ED M)9 !Ills 191 191 151 T 34.0E is 22 -8' PEBTE°SED 1 !D5 l2 69 659 215 415 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR BEAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (mnL (InU 0089 Ol CAPACITY 6n_ (II D00D UPLIFT CAPACITY OPSU Ol 1090E UPLIFT CAPACITY (ii (gnu IGm00� BOTTOM BAR 1DP BAR 240 I.6' CAST MJM t 9 6' 1.1E PRECAST 1W4 WINS t2)Z 9961 :0909 I000O 4 0 2.8EMBI (2)7 613B _:0099 GOOD COW 10000 4-6 11-1. CAST 1115 (2)7 50R CODING1000E I== 4'B 3.4E FRGA9T (2)Z Y1)5 4653 000E 9629 NOW 5 4 41:0' PRECAST f2)5 (2)Z Ism 0000 TD51 00W 5 10 as' PRCA9 2 f )ls WZ (2)Z 6231 100ID9 5l% PROAST MP4 1000E Bi 945E PRECAST (W-4 )1 a 81149 1009E 4491 ua b 8 6 O PRECAST M)4 (2 M)Z 0114 4231 042 6411 16' 6-P r CAST (W-4 l2)Z 6135 6416 6416 324E 64TI 1-B 6-4' FR5CABT (W I4 M)Z 5938 B005 663 8'-0' 6'-1. PRECAST !W4 5%l 5biBZ4361 5361 2661 5593 B'-V 1'-0' P CAST (W4 ,fW5 72_) 4831 5030 9'-4' e'-0' PRECAST O)h P21 Z -t2)ls 3126 ZEES 19B2 W2 985E 0'-6' 9'-1' PRECAST 11)N M) 4 295E 2653 2WI 152E 3015 II'-4' 1-C6T (CIS 2553 2553 CIE 16ID4 1 11-1. 0'-8'1. MPRECAST l215 ICI 2308 2305 1133 999E FiEsi 0)5 fW9 (W5 2141 241 G21 2M9 13 4 11.1. Filial 0)5 B16 526 BB _ B21 140E T.8' PRECAST WS T2)ls U)Z 111E f11s 1ST 1635 14.8 B'-1. Si B6ED fW4 1345 345. 653 1263 65.4E 14'-0' 91R59ED (2)4 fWZ 11% 286 596 IITS Il-4 16'-0' FSEBTRE58ED (2)-4 -Y 12 165E 165E 464 98 IB'-ID' PRBTPEB6E MI5 -Y2)5 B0 B0 311 T35 20 0' 0.8E FR6TRE D f115 {Ells WS 119 tlB 341 6% 214 20-V VIRBBIED B)S I¢61. 3E4 601 22.E 20-8• FESTRB6ED I", YW5 994 1B5 19-0 22-a- PROTR%ED M)5 - WW5 824 824 139 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 26" COMPOSITE LINTELS LINTEL LENGTH CLEAR BRAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (DnL(All GRAVITY CAPACITY (IU5Lf1Y51 UP,IFT CAPAdtt (InL(In UPLIFT CAPACITY (lMNU OnJ BOITon BAR TOP BAR 2 6'FBEBCAET (tlZ W 3 6 1.1E PRECAST (2)Z 1090E 1000E 000E 1009E 41,11 2-8' MCA5T ()Z (2)'2 1B16 1000E 000G 0000 4 b 3-2' PRCA5i (2)Z (W 6001 1009E 000E 1000E 4 8 34' PRECAST (1)Z (2)Z 5509 1000E 000E el 5 4 '.41' PRECAST (1)5 (D 901 E Bala am5 10 4'-6' mao's' MI5 (15 1381 all 6806 WOOD 6 4 III Pi (2):4 (WZ Mca-100Ovm ) 5641 000E b 6' a-2' PRECAST (1)'4 2)Z 1000E 5318 - case b 8' S-4' PRECAST W-4 (CIS SRS IM00 502E )GOOD 1&. 1 6-2' I PRECAST (2)14 (2)IS I TUBS 9%1 76W 1 B' 6-4' PRECAST (2)4 (1 Z 1E54 9168 3662 1326 WHI R+ECABT (2)4 (115 645 1891 3328 6661 - 8 4' T'-0' PRECAST 0) 4 (2-M 5B64 6933 B031 6091 9 4 V• v RECAST (2) 4 (D Z 486E Bass 2355 4145 06 9.2E PRECAST. (2)4 (WZ B26 BINH 111 3663 II-d 10-0' PRCAfiT MID (2)IS SB0 329E B21 BOB THS 10 -8' FREDA6T (W5 1 2938 293E 1 2133 9-6 II 2' CAST (2)1, (2)IS 216 2118 12M 2455 a-4 12.0E PRECAST 0)S (2)is 246 246 W49 2WB. 4 0' 12 -V PRECAST M) 5 (W 5 2216 2216 Bar 194T 14 B 13-4' PRESTRESSED SIM (2 Z 2611 181E -126 41 111 14-0' 6 6SED W-4 2)1 2616 2616 663 131E Il-4 16'-0' FREBMMED (D'4 ) 2M3 2023 516 102E 19 4' IB'-0' PRE$ 05ED 1111 W5 1601 160E 413 B5 20 O' B' PRSTR$%D (2) is 1 14% 14% 305 163 214' 20'-0' PR9 SBEp (D5 (Ells 1305 IBM 338 666 22-0' 20'-8' MBAR SEED M5 (Ills 121E 111E I1 6n 24'-0' 72'Hii PRE51E86ED IV (ills 014 04 266 51l TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR °.PAN LINTEL TrM LINTEL STEEL PLAN GRAVITY CAPACITY GRATY CAPACITY eon. AM Gisi CAPACITY ell UPLIFT CAPACITY flnL(InU UFUF CAPAGTY (oSr S2 U BDII011 BAR TOP BAR H (]) 5 2IBa 3 l 3 V 2-7 RECAST 1 (2) n M BB MB 10*5 2400 24M 4PH01 2-1 PRECAST (])9 (2)h 111 1425 1425 I%3 B63 4 6 3-2 PRCA9i ) :8T9 HE 151 was 1489 4-V 3-4 PRECAR ) y (WZ Mb GBI 051 13% 13% 11 4.0' Filial IV B ( )5 659 930 930 1114 114 51Im' 4.6E FFEEGAET UV5 (2)Z 511 809 BO9 938 666 b 4' 5'-0' PRECAST (DN (1)Z 496 141 l41 115 E51 6-6' 5-2' RRECAST !D• 2 616 119 119 0 6 e' S 4 RECAST ! Z 4b8 663 563 has 6B8 l61 1.6 6.1 PRECAST f21Z 566 5% 515 661 1.-,. 6 4 PRECAST B)NI T Z 315 BIB E68 499E3M B 0 6 8• PRECAST V4 Z 354 111 536 536 411 11.1.1.0E PIECA9T M 4 !W (1)Z 334 411 9.4 BHV PRECAST f] Z 1% 4Soln 435 436 435 36 0-6' 9 2' PREGA5T ]1N M1 245 311 312 239 II.4' 0.0E RECAST O WS 25 345 345 199@'0'AST 0)S 202 282 282 n311'-6' I'-2' RECAST M 9 1% 243 24 5lI!'-4' ZL0' PR T (2) 51 W 197 30W-0 12.8 PRECAST B)S as K0 WI 111 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAY LNIEL TYPE LINTEL 6MEL UNFILLED GRAVITY CAPACITY GRAVITY CAPACITY (l,,5L (i GRAVTY cMACM III III URAFT CAPACITY III flnU DRIFT C RP l r (t5L M)51 BORCM BAR TOP BAR 3-B J-4' 1 360 K I34 1 2234 -B' PRECAST (2)Z (2)Z 1131 425 425 1863 563 0'PRECAST (2)IS (2)Z 104E 1320 131E Tis ITS '-0' PRECAST (2)Z (2)Z %3 113E 123E 15% IS%'-4' CAST (2)Z ADZ 826 108E UBI B% IS% M .4E CA6i (2)5 1 5% 6s; Mb 1003 loll '-4' CABi (2)4 (W Le 693 699 % 190-4' PRECAST IVNI (2)5 315 56B 56 499 641 -4'PRECAST ev% (2 Z 310 480 544 -4' FRECABT 0)4 !i 213 415 4S 191 412 259: CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFOR'1 TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32, MINIMUM MASONRY UNIT STRENGTH! PM 1500 PSI. 3y MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING COPE RESIDENTIAL, 6TH EDITION (2017), SECTION RIBOBI OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 -(1) /5 CONTINUOUS 3R6. / x S'X16" KNOCKOUT BLOCK • TOP BARS: '• :�•� SEE SCHEDULE • • • (1) N5 CONTINUOUS 77/32= STIRRUPS A7 4'-0= cc ED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-5-(1) l #5 PRECAST Ig (1) #5 CONTINUOUS Bill _ �B'X16' KNOCKOUT BLOCK --"' • �'• A, j000 PSI GROUT (PLACED IN FIELD) Lim T- tr � TOP BARS: :�• SEE SCHEDULE 4`1 I • I ' • • • (1) #5 CONTINUOUS jla• 7//32= STIRRUPS AT 4'-0" cc (hED OR WELDED) (2) STRANDS 7/16'-- 7 WIRE STRESS RELIEVED 270kel PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED 3a' 3p"" All TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LMTEL ENGTH _5 CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY DmS_eI5U GRAVITY CAPACITY flAL09% UPLIFT CAPACITY (1)E4.(IXVU UPLFT CAPACITY em.(2m BOTTOM BAR BA1 TOP BAR -a 2,4. FRI 20 090E 9 4-v Iev CAST eOZ 0)4 %51 WOOD 144E 1I 4.2E 2'-10- mau"T DA (2)Z 3306 9256 6143 1000E 4-4- 3'-1. PRECAST M)Z (2)1 3098 Bo93 6139 9566 4-1' 3'-4• CAST (2)Z (yq 2519 623E 515E 1216 5 8' 4'-4' PRECAST M5 514 3810 3211 042 5'-4' PRECAST (W14 1 T30 2138 ]259 2B%. l-B 6'-4' PREGA5T (W44 ) 21E8 2 1695 #5 PROA9T 0)14 BOB 1110 1241 ❑e FRECA9T (2)4 M) 516 1436 S14 1B05 3 316 18. 3a" 3j' '4• A R C H I T E C T S 1441 N. NUNALU KhAUAIN IGLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII Lom�omo�o�� E 8 ffi E 0 SVBDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �int1� I"I 8 'ry % 3 13/I6' D TE: \1/7/19 CALF: 1/4"-1'-0" 3-(1) #5/01 #5 SHEET 13.10F SQ.FT. CALC.'S 15T FLR. LIVING 1,452 50. FT. TOTAL LIVING: GARAGE ENTRY LANAI 1,452 3S3 IS 50 SQ. FT. 50. FT. 60. FT. SQ. FT. TOTAL 1,944 50, FT. CUBIC VOLUME LIVING 12032 SQ. FT, EXTERIOR MASONRY WALL BRCS. HEIGHTS ................................ LOAD BRG, WALL NON-BRG.WALL COkf'ONENT AND CLADDNO NAND LOADS BASK: WIND EXPOSURE FOR 3 SECOND GUSTS CALL # DESK3NATK>rl NAN�DR. SUE ZONE 160 MPH WIND FOOTAGE WIDTH HE1QHf 1 112 16 1-01 IS2' 84' 5 26.09/ -44.03 OHX 2 20 3068 DR. 36' W. 4 30.64/ -30.64 3 11 25-SH 38, (03, 4 3231/ -42.62 EGRESS 4 Il E p 38, (03, 4 3237/ -42b2 5 42 5068 SGD 14' 80' 5 26.14/ -51.09 6 11 25-SH 38, (03, 4 3231/ -42.62 1 11 25-SH 38, 63' 4 32.31/ -42b2 8 11 25-SH 38, (03, 5 30.64/ -51.18 EGRESS TI 11 25-SH 351 (03, 5 30b4/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2'-O" I'-O" N DBL. TOP ® PLATE 2x6 wow FRNNED s *' OG. CABINET SECTION 0 1 1 0 30'-0" 10'-011 I'-0" @ BM LANAI I 8'-O'xlo,-O' I a' -a' cLG. @ - I (EPL) i @ 3'-7" 14'-2" al-loll7 _8 I 5 _9 6l i I r r 25- Og O O HBI OEG�ESS 25-5H 25-S5068 SCD CIR/TH GREAT ROOM 1 e O 14'-0'xl9'-4' I DINING ■ 8'-8' CLG. IO'-0'x9'-O' ■ 8'-8. CLCa. @ OWNER'S SUITE I 14'-O'xl3'-4' 1 64,CLG. 6' 2" 1 9'-0" SHOWER HEAD + 6'-8' AFF. 4 i n ° 00 N o c0 c A I II • Q 'y , I i nl 2 8 53201 7d 4' 4" 3'-6" 4'-8" 5' 10" I 3' 2" 2'- a_10" 3'- 2 _0 pc 0 PAD OUT WALL KITCHEN 0. BATH x ® 12' AFF, C 61-8' CLG. m -A Q CLG. ■ o� ro F==�== N _ ■ - ul N 9 I 1 I 1 I I c/1 ka-- RER I I - u- C3-SHlb @e'-e' CLG. IN =F; 1 e 1 "' �w� l I 1 HOWER HEAD[!KD m — — — — — J I I- TUB ® V-8' AFF. v IR-ISH- -J W/H O OLLARD F 2 8 -' BEDROOM 3 I0'-O'xll'-0' r COND. O 36x22' _ I ATTIC I co Ex CLG. � — L---U@ � @ ■ s Q N 61 7 6" 7'-8" 3'-6" 4'-8" 6" 3'-10" 71_41I G OFOYER R/r ■ I L---J 2-6 N ------- 2—CAR GARAGE �,m`°� r IR ISH @ IS'-O'x2O'-0' ■ 8'-8' CLG. — — M.T. r ■ LECTRICAL ENTRY PANEL -2'-' 9LCL- ■ PAD -OUT ■ -10" 13'-2° HB ■ `v TRUCK BLOCK ---T--'-GARAGE = I m BEDROOM 2 o WALL 12'-O'XlO'-O' I 1 vc� I ■ i O 16'-0' X 1'-0' OHGD BM 25 EGRESS SH O y-S" 16'-Oil y_8" 21-4 21_4 8l-011 8' 0° F]LO O R P L 19'-4" 4'-8" 16'-O" SCALE: 1/4 = 1'-0' ELEVA 40' = O 11 N TION 'Ei' A R C H I T E C T S Design y 1 ®U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r � �eawe0000� SUBDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00—Ol PROJECT#: R5025.041/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAZE: 1/7/19 S AT :1/4"=1'-0" SHEET 4 0P' (o' W. SCORED LINE (TYP) 6'-8" HDR. HCzT.h r— - TEXTURED CEMEN71OUS COATING PER (A57M Ol (TYP)- 0'-0" FIN. FLR., SHINGLES (TYP) 12 ;� 15 I� �- �� ICI ICI IN �M �� ICI IN IN IN i-i FRU" N� ELEVATION SCALE: 1/4 = 1'-0' ELEVATION '5' 8'-8" BRCS. HGT DECO SHUTTER (TYP) o8'-8" BRG. HGT. 8'-8" BRCS. HGT. _ -0" 1'-0% ,fro' -a" HDR. HGT. 6'-8" HDR. HGT. - TEXTURED CEMENTIOU5 COATING PER (ASTM Mo) (TYP) --6' W. STUCCO BANDING (TYP) $O'-O" FIN. FLR. 0'-O" FIN. FLR.$ - 12 5� 12 OFF -RIDGE VENT 5 ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FT. REQUIRED VENTILATION AREA (8.21 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./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF OFF -RIDGE VENT TEXTURED CEMENTIOUB COATING PER (ASTM / --------- C926)(TYP) --- R ER E LE"T IN SCALE: 1/4 = I'-0' ELEVATION 'S' 8'-8" 5RG. HGT, 0 -8" HDR. HGT.� -- - - ----- - - _------- - - — - — - - — - — - — ■ -v TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) i�l ------------------------------------- ro'-8" HDR. HGT. — - — -- OPEN --_ - - - 0'-0" FIN. FLR.h - O" FIN. FLR. - $0 8'-8" 5RG. HGT. ro'-8" HDR. HGT. 0'-0" FIN. FLR. _ 12 5 OPEN SCALE: 1/4 = I'-0' ELEVATION '5' 51> � �5 OFF -RIDGE VENT OFF -RIDGE VENT io8'-8" 5fRG. HGT. -0" HDR. HGT. TEXTURED CEMENTIOUS -0" COATING PER (ASTM C926)(TYP) c0 - — - — - - — - — - — - — - — - — - — - — - — - — - — -- - 00'-0" FIN. FLR. ��LE LEFT TI N SCALE: 1/4 = I'-0' ELEVATION '5' ,y8'-8" BRCS. HGT. -0" ,fro' -all HDR. HGT. o0'-O" FIN. FLR. A R C H I T E C T S 4pDesign GI0UP—Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'llll E 8 O k. svHDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 0 7 20 D TE: 1 /'7 / 19 SCALE: 1/4"=1'-O" SHEET 5 OF CONNECTOR I "JI -T E J O U LJ E CONTROL DATE 07-01-I5 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 Ii HTA 16-18 1400 (1) YOd x I IR" 1-PLY, (6) I6d 2-PLY, (USP( (10) IOd X 1 1/2' - NO I6d OPTION) (2) META-16 1585 (2) HTA 16-18 2500 (10) 10d x 1 In. I-PLT, (USP: 00) IOd x 1 In.) Iwo (14) I6d 2-PLY (USP: NO Ibd OPTION) HETA-16 isle. Hi 16 1615 (S) IOC x I IQ' I -PLY, (8) I6d 2-PLY USE: (10)10d x 11/2', NO Ibd OPTION HETA-20 ISIO LTA 20 1615 (a) 106 x I In' ]-FLY, (a) Ibd 2-PLY USP: (10) IOd x I IR', NO 166 OPTION >- (2) HETA-20 2035 (2) HTA-20 3110 (10) 106 x I IQ' I -PLY USP: (10) 106 x 1 VY 1500 (12i Ibd 2-PLY (USP: NO I6d OPTION) z 0 LGT-2 2150 LUST-2 1S15 (1) - 1/4' x 2 1/4' THEN, 2 PLY (USP: BLK (5) I/4' WB, WOOD (16) led cn DE7AL-20 2480 NO U8P CCNVERBION FOR SIMPSON DETAL-20 (IS1 - IOd. x I In, I PLY MGT + 3865 MUST 4000 lU 5/8' A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) IOd TO WOOD) Hi mw HUGT-2 5365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i2' EMBED), (16) IOd TO WOOD NSP: WOOD (6) l0d) HST-3 « 10530 HIJGT-3 9365 02 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED, OW led TO WOOD (USP: WOOD (8) 10d) _GT3-SDS2S 32a5 LUST-3 5S30 02) SD5 1/4"x2 1/T TO GIRDER (4) 3/S' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/6' X 5' WEDGE BOLT, WOOD, i12) 11525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL _PTA 1555 (10) 10d x 1-1/2' (USP: (10) lad % 1 IQ' VGT 4$40 NO USP CONVERSION FOR SIMPSON vGT (U 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-SDS 1/4'XS' TO WOOD (2> VGT 7185 NO U5P CONVERSION FOR SIMP50N (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5D5 I/4'X3' / 2 PLY MTS-12 1000 MTW 12 1555 (14) 10d x I In' NSP: (14) 106 x 1 1/2", (14) 106) HT9-16 1150 HTW 16 1660 (16) 10d x 1 1/V (USP: (I6) 106 x 1 IR', 06) IOd) H75-20 1450 HTW 20 WAS (24) 10d x I In' (USP: (24) 1Od x I IS', (20) 106) HTS-24 I450 HTW 24 2045 (24) IOd x I In' (USP: (24) IOd x 1 1/2', (20) IOd) L574-12 H 525 L57A 12 B70 (10) 10d USP. 110) ;Od L57A-18 ++ 1235 L574 IS 1360 (14) 1Od USP (14) IOd MSTA-IS ++ ISIS MSTA-IS 1315 (14) IOd USP 04) IOd V) MSTA-24 + II M5TA-24 1150 (Is) led USE,; (IB) IOd a MIBTA-30 r+ 2050 MSTA-30 2140 (22)106 USP: (22)IOd < MSTA-36 + 2050 MSTA-36 2525 (26)106 U5P: (26)IOd 1571-36 3600 KSM 236 BOW (36) led x I in USP: (36) led x I IR' (n MBTI-45 5065 KTSI 248 4250 (48) 1Od x 1 1/24 USE: (48) IOd x I In, H6 050 LFTA 6 15S5 (a) ad TO PLATES, (a) ad TO STUDS (USP: (16) ad x 1 112, (16) ad) 8P4 885 5P7 4 S45 (6) 106 x I IR' TO STUDS USP: (6) IOd X I I/Y TO 5TUD5 A34 3S5 MP 34 410 (4) 8d x 1 In' TO BEAM, (4) Sd x I IR' TO POST. USP. (4) 8d x I V1' TO BEAM, (4) ad x I12' TO POST. LOFT 645 EECP 2 1010 02) IOd x I In' USE: (10) I06 x 1 In' TOx I TO SS, (10) IOd X I In' TO PLATE HIOA 1340 FIT ISA 2180 (10) 10d x I In, USP (B) 106 x 1 In' TO TRUSS, (8) IOd X 1 In' TO PLATE VGT 4 Hi 4565 PHD 4A 4535 (16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4-4 In' W THREADED ROD, (2) NUTS/WASHER/2 PLY USE; 5/8" ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT e HOME, 4540 TDX 10 5110 (16)-8D3 1/4'x3' TO WOOD, (3)-3/4' STUD 5OLT5 W/ THREADED ROD, (2) NUT5NIASHER/2PLY USP: 1/5' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8' 74RI1-SOL75 ABU 44 2200 6665 PAU 44 2535 6115 (U 5/8' ATR, IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 RAW 66 2535 13615 (V 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN, I' EMBED) IN CONC., (12)Ibd TO WOOD U5P: SAME AS 51MP5ON N LTT18 .« 1340 LTS 1S 1205 0) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T"EMBED.) IN CONC., (5)I0d TO WOOD USP: SAME AS SIMPSON 10� 0 LT720B ++. 1500 LTS. 205 1105 (U 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CCNO, (IOAOd TO WOOD USP: 3/4' ATR MIN T EMBED BET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2', 2-V2' = u N774 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY MIN. l' EMBED,) IN CONC, (15) SD+IO X I IR' (USP, (20) I6d X 2-IQO U6F HAS MORE NAIL OPTIONS: (20)106,120) IOd x I-IR', (20) I6d x 2 IR' z Q H775 5050 HTT45 5430 lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN). T EMBED,) IN CONC., (26) Ibd X 2 I/2' (USP: (20) )6d X 2-1/2') USP HAS MORE NAIL OPTIONS (25) led, (25) lad x 1-IR , (2e) I6d x -s I/2 HHDOII-SD5 25+ Hale UPND II 12080 (U P A.T.R IN HIGH STRENGTH EPDXY (MIN. 10' EMBED) IN CONG. (24) SDSYY x 2$', WOOD SCREWS (USP: (24) W53 WOOD SOWS) HD75 6645 TDX 10 5110 0l7/8' AB. IN HIGH STRENGTH EPDXY, /MIN l' EMBED.) IN CONO., /3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS) N MBHA 356/1125 3415 53I(FLR) NFM35XI2U 3166 7130 SIMPBCN: (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBEDMENT) IN CMA. TOP, NO 3/4' ATR IN HIGH STRENGTH EPDXY. (MIN. 6.15' EMBEDMENT) IN GMA, FACE, 05)10d TO BEAM ❑BP: (U IR' U-BOLT W MINIMUM 6: EMBED. 4 NOT LEW THAN 4' FROM EDGE OF CCNC W 3/4' CIA ITW RAMSETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) lad AT JOIST ILL!I� 0 i7 HU5G412 (WOOD) 3635 26 HUS4121F 3060 2530 (FLR) (10) I6d TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON 326 3225 (ROOF) HUC410 (CMU) 1810 5iHD410 IF 1905 3175 (10) 1/4' x 2-3/4' TITER (S PER FLANGE) TO CMII, (10) 1Od TO WOOD: NSP. (18) li x 3' WS3 SCREWS, 00) 10d TO WOOD=HUC210-2 (CMU) 1010 50HD90-21F 1805 3175 (18l I/4' x 2-3/4' TITER (5 PER FLANGE) TO CMU, 00) ICE TO WOOD: (USP: (I6) 1/4' x 3- W53 SCREWS, (10) IOd TO WOOD HUC210-3 (CMU) 1510 40402'.0-31F ISM 5175 OW 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMW (10) IOd TO WOOD: (U5P: (15) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-5D5 1430 5585 NO USE CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGED TO GMU, (4) I/4' % 2 /2' SD5 9CREW5 TO WOOD HIGH 5TREENGTH EPDXY = 51MP5ON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING- FOR SIMILAR EPDXY PRODUCTS OR USP - CA ADHESIVE ANCHORING 5-6TEM5. WHERE ANCHOR EMBEDMENT I5 GREATER THAN T' DEEP, THE VERTICAL CE'�L IN CMD. WAC_ MUST BE FILLED SOLID w/ GROUT. • IOC COMMON NAILS CAN BE 5U56TITUTED WITH led x 1 IR' NAILS IN CONUUNOTION WITH A 231, REDUC ON IN THE ALLOWABLE LOAD. WRITTEN APPROVAL °ROM THE ARCHITECT 16 REQUIRED FOR T45 AFPL"CATION PRIOR TO INSTALLATION. cn .. MINIMUM EMBEDMENT INTO THE TOP OF A SONOBEAM WILL BE 5, MINIMUM EMBECMENT NTO THE FOUNDATION WILL BE 1' H A?R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITION5 THAT MAl' AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 16 USED, WHEN USING STAINLE56 5-EEL CONNECTORS, USE STAINLESS 5TEE- FASTENERS. WHEN USING LYAx / HDei GALVANIZED CONNECTORS USE FASTENERS GALVANIZED PER A57M-AI53 USE OF EXPANS'ON ANCHORS DILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20S" "HIGH WINO'RE515TANT CONSTRUCTION C-HUO?. AND ANCHORINC- 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5A8-2012, EXTERIOR MASONRY WALL BRG. HEIGHTS 0 LOADBR3. WALL ® NON-BO MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO S'-01 UN.O. 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, 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 J3 II II II J5 II II II - �I 'Syw Q -.I--_.- I1.4 VS 114 QII. //. I I u r; /l�-'4 u n u 1 u u n u u u u I qll�< II II II u u u n u n u n u u I J2 11 j I I I I I I II I I I I I I II II I �17IIIII"=17 4'-0« o �� 61 a �,-�7� —_—= F=j r_ -- �— --- --- tTICS I I I I' I I ---h I- Ix4 BTM- CHORD BRACING BI 12' O.C. MAX, S CURD W/- BI (2)10d COMMION NAILS 6 EACH CHORp INT RSECTION (TYP.) - a 52 77 52 53J2 J2 J2 T-Ti I „ 11 - 01, 31-01 3'-01, 31-01, 3'-O" 3' �' 3'-011 Y/ , 31-01, 3'-O" 3'-(IJ" 31-0 3'-o11 Ru'Off FRAMING PLAN. SCALE: 1/4 = 1'-0" ELEVATION 'E3' G0> J2 L2G L1 J3 J5 ASCsL (2) META-16 Iwo — A5 U� �0 A4 1-6 1 .43 61 L A2 w z_ z� Al Q A2 C) Al GABLE END BRACING / SEE DTL. '4' SHEET D4 a CI Cl C2 C2 C3Cx A 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 �III'llllll ��poOvomJ E U W E svBDIV. 8c LOT: OAKLAND LAKE LOT 41 MODEL: 1452 xxxoo—o1 PROJECT#: R5025.041/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHFEC STATE OF FLORIDA JAN 0 7 D TE: 1,/7/19 GALE: 1/4"=1'-0" SHEET 6 or A R C H I T E C T S ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 110V DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED EVTTOM HALF SWITC44M DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED w/ GROUND FAULT �CsFI RECEPTACLE NTERUFTER(TAMPER RESISTANT ® 220V RECEPTACLE 4 WIRE CONNECTION J 1 IIOv DUPLEX EoUIPI W/ GROW FAULT (�wr I RECEPTACLE INTERUPTER (HEATHER PROOF) $ SWITCH 9 3-WAY SWITCH C 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE -RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y(�() LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE -KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR -0- LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE GATT. BACK-UP W/ HARDWIRE $D DETECTOR INTERCONNECTED CARBON MONOXIDE BAIT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX Ull suBPxME H FOR ARKW AS INSPECTION FLOOD LIGHT FEZ] DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOADI 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144,55 200 AMP SERVICE TR4NW-01I IER BAWD: SOkVA VOLTAGE: 1620A3200-240/400 V SERVICE: SINGLE PFIASE TYPE: UNDER3IROL40 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE= (120/240 VOLTS) MAXIMUM FAULT CURRENT: M3W amps POWER COMPANY TRNN9FORI ER SERVICE BY OTHM S (3) 01 THNNoTWM COPPER CONDUCTORS, (0.6 THHN/ I-WN COPPER GROUND IN 2" CONDUIT. NEMA 3R 1 200 AMP @0 240 COMBO VOLT 42 M ANDDISMETER CIRCUITS AND ER MLO CAN 200 AMP. PHONE/ DATA ��\\ WEATHER PRooF Box 200 AMP ELEGTRIC,4L RISER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. DING TERMINAL CONNECTIONS PROVIDE 04 TNHN/rHLLN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE;- IF PVC 18 USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. OWNER'S SUITE 0. BATH CABLE / TV HEATHER PROOF BOX I W.I.C. I � uHI GFI o Jl W/N 44' AFF (LV O r�l I LIGHT 4 U, GFI SWITCH IN ATTIC I / SPRINKLER ' 0 CONTROL 2—CAR GARAGE / I r—� GFI CLG, I ii I OUTLET L_; I 1 I No i IN ci 1 [: -ELECTRICAL PLAN LIGHT SCALE. 1/4 = 1'-0' ELEVATION 'B' LANAI I PRE -WIRE I I / GREAT ROOM i GFI DINING I1 / iIS i ( I / I .r OPT. I A/C REF. I 1 BATH 1 1 --- - - W SD. FOYER rRIA O An V.J ENTRY BEDROOM 3 BEDROOM 2 ME P.H. JACK DED.20 AMP OUTLET FOR M. WAVE Design Grouplinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r umpn ��emoo.00uv� SLTBDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00—Ol PROJECT#: R5025.041/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA JAN 0 7 DA : ''9./7/19 s ALE:1/4"=1'—O" 7 or Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # SO Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use Y" Tapcon with sufficient length to achieve a 1 %" min. embedment with 2 R" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact 1110 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/•SO DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL 5891.5 N/A tTW Tapcon W, Min Embedment 1-1/44, Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/ 42 Ciopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1 4" x 1 1 4" min embedded Tapcon. Max spacing of 71 2 and 1 OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". Alt points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind bads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: seal A R C H I T E C T S Desi n y 1 ou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �omoomoeomg SXTBDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT: R5025.041/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA JAM 7 ATE: 1 /'7 / 19 CALF: 1/4"=1'-O" -A. ET lijor ;�; �; (U 5 REBAR VERTICALLY W/ CONC. POURED CELL (0 5 REBAR VERTICALLY W/ CONC. (25' MM LAP) POUND CELL (25' MM LAP) /—R-4.1 NOLL. MIN. z 6' cm�Q ' _TEXTURED CEMENTIOUS COATING _ _ � z w PER (ASTM C926) (TYPE _ aa _ z CURB HEIGHT VARIES I. W. rya R 02 (WOOD BASE _ >z z L � L 3 In' CONC, REINF. W/ 6'116' 3 In' CONC., REINF. W/ 6'x6' ` WIAAUL4 " OR RBER'ESH ON = WAXWIA WWF OR RMERMESH 6-MIL POLY ETHYLENE VAPOR ON 6-MIL POLY ETHYLENE BARRIER ON WELL -COMPACTED VAPOR BARRIER ON CLEAN TERMITE TREATED FILL Z V WELL -COMPACTED CLEAN Z E E 4' 4' 4' TERMITE TREATED FILL E > 4' 4' 4' 1 1/2' RECESS '^ 0 (2) 5 REBAR ON CHAIRS o -m (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL 4AT GARAGE $CALIEII 1 WALL BEYOND _ WALL BEYOND 9/4' RECESS FOR PAVERS GAIQACiE DOOR 3 V!' CONC, FEW UV 8'z6' z ILLIkU4 UUP OR PBERIEBN ON 'a "IL POLY EIHYL@E VAPOR ean.-. — -. w N DARRM O WELL-PAMPACTED CLEAN TER11fE iR?AIED FII.I. a • • -. —LI 3 VZ' CCNC, REIN. W/ 6'xb' ,: a 3 1/2' CONC, NOW, W/ 6'xb' WIAALIIA WLF OR FIBERMNSN ON ` WIAxwL4 WILE OR FIBERMESN ON p PAYER = 6-MIL POLY ETHYLENE VAPOR - -.p- 6-MIL POLY ETHYLENE VAPOR BAD BARRIER ON WELL -COMPACTED BARRIER ON UJELL-COMPACTED _ __ a -m. CLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL W 5 REBAR ON FOOTING Z 4' 4' CHAIRS BEYOND L > a' 4' 4' 6' RECESS FOR PAVERS 00 (0'5 REBAR ON CHAIRS EMEND FOOTING m 1 -p UNDER PAVERS (2) 5 REBAR ON CHAIRS GARAGE STEP-UP NON -BEARING GARAGE DOOR FOOTING PAVER RECESS 8 ENTRY DOOR SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR SOD. TRACK a w VARIES (V 5 REBAR SET IN SIMPSON HIGH p.. FMISH FLOOR `" STRENGTH EPDXY ' EMBED. MM. 6 (2) 5 MBAR I-8TOR7 4 (3) 5 MBAR • 2-STORY w Qd - e S da OUTSIDE REBAR TO BE > a _ p - CONTRWOUS 4 ' 3 I/!' CCNC, REINF. W/ 6'x&' d a WIAxWIA UALF OR FIBER'ESFI ON 6-MIL POLY ETHYLENE VAPOR BARRIER CN UELL-COMPACTED a CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP TYP. RETROFIT FOR 11 SLAB AT S.G.D. OMITTED DOWELS B REBAR• OAP AT FOOTING SCALE, 1'•1'-0, RTED A TIE YERTIGAL MBAR TO5ARW110' HO REBAR W/ 10' NOOK GROUTED BOND BEAM vARIEB PER ELEV. z C CLEANOUT REQUIRED 1 FOR INSPECTION z L v-m' FIN. FLR - (0 5 VER , DOUEL LAPPED W/ BOND BEAM . TIE VERTICAL MBAR ` TO ZATIONAL IW/ (1) 5 REBAR AT CORNERS - MBAR II MOCK W/ 25' LAP MIN. M3 TYP. REBAR LAP HORIZONTAL/ VERTICAL AT LINTEL CORNERS F REINFORCING c BGALE: I/A'• -OO GALE: /2'•I'-m A R C H I T E C T S Design Grou Islnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup. co m AA #: 0003325 r �III,1IIIII ��meevoaamy pE W E O L L SUBDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 MOO-01 PROJECT#: R5025.041/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D TE:1/'7/19 GALE: SHEET 1 NOTE: LT NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED ❑ DO NOT EXCEED' 8' CMU BLOCK 8" CMU BLOCK ' DRYWALL" DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or 4'x4' MIN, F1 lx4 or Ix2 P.T. NAILER P.T. Ix4 or 4B4" MIN. (SEE wlNpoWiDooR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE POOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and a 18' O.C. MAX P.T. Ix4 or 4'x4' MIN: PER MFR'5 SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �&' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+ 4" or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH END and -0 18' O.C. MAX or DOOR JAMB TO BLOCK (+4" or +4") DOOR JAMB TO BLOCK (+3") lU DRIVE PIN, 6' FROM EACH END and 18' O.C. MAX 4A SCALE: r=r-0' 4E SCALE:1'°1' m' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 141 NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)" TAPCON n DO NOT EXCEED' ❑ DO NOT EXCEED' (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK END and 6 18' O.C. MAX 8' CMU BLOCK or ' DRYWALL 'DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/VOOR JAMB BLOCKING lx4 or Ix2 P.T. NAILER P,T, Ix4 or 4"x4' MIN. lx4 or Ix2 P.T. NAILER a IS' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT) DOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING " 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT) MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL POOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW ' SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'5 SPECIFICATIONS EACH END and a 18' O.C. MAX-7(ATTACHED t0 BLOCKING PER MFR'5 SPECIFICATIONS) P.T. 2x6: OVER 030 FELT PAPER (OR APPROVED EQUAL) SECURE TO BLOCK w/ (2) ' TAPCONS INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 4") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 J') 8' FROM EACH 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 �") THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and 6 IS' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B SCALE: 1 =1 m w/' TAPCON MIN. I" EMBEDMENT INTO BLOCK or ' ' (2) DRIVE PINS, 8' FROM EACH END and ENGINEERED ROOF TRUS18' O.C. MAXS WINDOW TO BLOCK (+3 %6) MIN. SHANK 51ZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION " MIN. HEAD SIZE .300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT 1" SHIM AS NEEDED 4F SCALE: 1'4-0' TO PLUMB JAMB. METAL DRIP EDGE— ' GYPSUM BOARD OR J' HIGH DO NOT EXCEED' P.T. 2x8: 2x6 SUB -BAN # STRENGTH CEILING BOARD 8 CMU BLOCK F1SECURE TO BLOCK w/ (2) ' TAPCONS VENTED ONC. PILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT I �') 8' FROM EACH ALUMINUM SOFFIT (1) S CONTINUOUS REBAR P.T, 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 9 IS' O.C. MAX ER PLANT (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' OSB (4' WIDE MIND r (2) DRIVE PINS, 8' FROM EACH END and (SI WINDOW (PER PLAN), - ZE AND REINFORCEMENT POOR JAMB /WINDOW POOR CASING DO NOT EXCEED ❑ 6 IS' O.C. MAX ATTACHMENT PER MPR PER PLAN) (ATTACHED TO BLOCKING MIN. SHANK SIZE .145 SPECIFICATION 8' CMU BLOCK PER MFR'5 SPECIFICATIONS7 J' DRYWALL MIN. HEAD SIZE 300 NOTE:01 P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I' (SEE WINDo"OOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION E THROUGH NON-STRUCTURAL MEMBER Nx or �' 055) DOOR CASING P.T. l2) 2x4: PRECAST OR POURED IN lR-VALUE PER ENERGY CALCS) w/ ' TAPCON MIN. 1 ' EMBEDMENT INTO BLOCK SECURE 2nd 2x l N STRUCTURAL �d � MEMBER w/ l2)12d NAILS 8 FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (ll TAPCON PLACE SILL (PER BLDR) 'GYPSUM WALL BOARD EACH ENE) and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I �') 8' FROM EACH ' TEXTURED CEMENTITIOUS 1) "5 REBAR VERTICALLY IN 15 " PER MPR'5 SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL WINDOW TO BLOCK (+1 16) or NTEi C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1516) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, S' FROM EACH END and 8' CM � IS' O.C. MAX ' P.T. PURRING STRIPS g 16' O.C, 4C SCALE; r=r-O' THROUGH NON-STRUCTURAL MEMBER (Ix or � 055) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 J" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT I j' NOTE: WINDOW TO BLOCK (+3 716") n SHIM AS NEEDED P.T. (2) 2x6: RE To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 16) SECURE TO BLOCK w/ (2) J' TAPCONS ° ONCRETE SLAB ❑ DO NOT EXCEED' 4G SCALE: r=r-0' (SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1,115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x lx4 or Ix2 P.T. NAILER SIMPSON HT520 w/ (10) IOd NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) 9 IS CO.. MAX 2 SINGLE STORY SCALE: 3/4':I'-0' FASTENER 50HEDULE FOR ATTACHMENT (4) �'X2 J' TAPCON5 INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CA51NG for EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT 1: 7 GATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM BOARD lR-VALUE PER ENERGY CALCS NOTE STRENGTH CEILING BOARD lSIMH1520 EACH SIDE OF TRUSS w/ : (10) 10d NAAILSILS TO TRUSS 4 (4) J'X2 J' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or �" 055) for EQUIVALENT INSTALLED PER MFR'5 5PEC5 (MIN. EMBEDMENT 1 ') 8' FROM EACH . w/' TAPCON MIN. 1 a EMBEDMENT INTO BLOCK _ END and 6 18' O.C. MAX _ - 7APCONS MIN. or 2' COVER (2) DRIVE PINS, 8' FROM EACH END and Jz OPENING 22' x 30' MIN. WINDOW TO BLOCK+2 1 `--WOOD CASING AT SIDE ( ) 2" APART 9 IS' O.C. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE: N.T.S. 00 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D 5 SCALE. N.U.IN. HEAD SIZE I PER R807,1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) I ( I I SCALe' I'°1 "0 MIN. EMBEDMENT 1 A R C H I T E C T S Des.i n roupp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN D 7 1/7/19 S�bAL&: 1/4"=1'-O" 1 HEFT D2 A R C H I T E C T S Design ro u Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 E 18 A6 W E 0 cc sUBDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 moo—o1 PROJECT#: R5025.041/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 0 7 E10 1/7/19 IN SCALE: 1 i4"=1' — 0" VTCR of (1)6 EA �' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=l'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILSTE L ECURE 2x(o MIN. TO BLOCK w/ (2)y' x 9' WASHER SE HIG ANCHOR BOLTS w/ 2' B T IN 6IMP50N or USP H STRENGTH EPDXY (MIN. V EMBEDMENT) ;a ECURE 2x6 MIN, TO BLOCK w/ (3)y' x 9' ANCHOR BOLTS w/ 2' -- WASHER SET IN SIMPSON or USP 6 HIGH STRENGTH EPDXY (MIN. ' EMBEDMENT � FYI T_ DOOR BUCK ATTACHMENT SCALE: 3/4':1'-0' ARE -ENGINEERED TFRU55 9' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 0 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 14d MASONRY NAILS m 32" O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' -PRE-ENGINEERED TRU55 " GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) m 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.G. 3 52' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4':I'-0' J' TEXTURED CEMENTITIOU5 ) REBAR VERTICALLY IN CONIC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C(B26) OVER CMU_ CMU BLOCK _�WEATHER STRIP UND (PER MANUFA ? MOLDING URER'5PECIF CATIONR S) = _ 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS MIN. SLIDEE "VERHEAD GARAGE DOOR (BY OTHERS) Roots ALVANIZED STEEL VERTICAL TRACK D SECTION (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T 5 Design 1 )U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � L000000000J E 8 0 E 'L 'C SVHDIV. & LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JA%D a zr I DA": �1/7/19 SC ,": 1/4"=1'-O" / ID4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH a 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 I" 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: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM CI063 2, WIRE TIES TO BE (NO. IS) 0.0415" WIRE 3, BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 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 MIN EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FA5TENER5 (CLIPS, STRAPS, 5TAPLE5) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: Nib. TO TO 5' $" TRICK, 3 GOAT CEMENT PLASTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED ai" (VERY) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING TO PROTECTED FLASH TAPE MIN. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 °.+GALE: N?b. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS ///7USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES, STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 131. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU 5HEATHI WRB 01 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf 112 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 BCALE: NTb. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) WEEP 5CREED MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X-I" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N,TbN.ib. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 4 6" a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OvER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO 'I WOOD SHEATHING J��J SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r � �IIIIIRII �emm0000mog E 8 4) O �t C L SVHDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00- Ol PROJECT#: R5025.041/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT' STATE OF FLORIDA n�•� JAN 1 GALE: 1 /4" =1' - 0" VV AI TEXTURED CEMENTITIOU5 UJRB LAYER #I, 5TUCCOWRAP COATING (OR APPROVED - X EQUAL) WRB LAYER 12, FORTIFIBER BUILDING WOOD SHEATHING $" TRICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP IS TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED X SEALANT. PREMANUF. DRYER PENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT, SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX, XI APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y" ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL DIVERTER 1" MIN. °" - - SEALANT ALL SIDES ~_. ;,... SELF -ADHERING FLASHING "' SIDES,Y4' SEALANT a JOINTS ALL AROUND µKS. ry .� •µ<; ; . THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT (BLOCK) DRYFLEKT KICKOUT pIVERTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) a° BUILDING PAPER DRYER VENT FRAME) OVER "QUICK FLASH" FELT UNDERLAYMENT 6A SCALE: N.TS. �Ro PIPE THROUGH WALL PER FBC R10321 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3" —FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" COMPLY C 926-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION WALE: N.TB. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WRB LAYER 02, FORTIFIBER LEGEND WOOD WRB LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 01, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) <; METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF WALL 5 SGALE:NT9. SHEATHING WRB LAYER #Z, WOOD r—�/8" TEXTURED FINISH WOOD WRB LAYER 12 INTERSECTIONS FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER 8 CMU BUILDING PAPER (OR ; MEMBER 6 1" O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) =$ " 5 " AREA TO RECEIVE 1 COAT OF SHER-CRETE �" ®: /s TO /s Mip-WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 a THICK, 3 COAT CEMENT WEEP SCREED SCRATCH COAT PRIOR TO ELEC. METER Ll WOOD FRAMED PLASTER - 6" WIDE STRIP SELF STUCCO , WALL Ys" TO 1/6" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING j (PER 3/WAU - 6" SELF -ADHERING FLASHING TEXTURED FINISH e MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: - - - (FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R103.7.1 / ASTM ELEC. METER FIELD VERIFY-H ti SCALE: N.Tv. D SCALE: N.T.0 C-547-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR LOCATION - NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP SCREED END TO ENID JOINTS ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4'FMAN TE: ATTACH PER PAST EACH SIDE. STARTING AT THE UF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE rl AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLENp SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN I" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ C.Y. FINISH F_ FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL);01 (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT METAL LATH PENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND 401010 ° °.°.°.° 8 SCALE: N.T.S. APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER INTERSECTIONS Li EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 SCALE:KTA COV) STEP 6 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � IIIYIIIIII �maaoemovog E 8 N 10 O C sUBDIv. 8e LOT: OAKLAND LAKE LOT 41 i�i0 DEL: 1452 XXX00— 01 PROJECT#: R5025.041/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA JAN 0 T 2n 1/7/19 8ybALE: °1-_/4"=1'-O" UV A2 WOOD 5HEATHI WOOD CONSTRUCTION %" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING ''\�"77 PAPER (OR APPROVED EQUAL) ~! Y:`p EREING FLA HING WRAPPED pH S CORNER OF CANTILEVER AMICO AM(o6-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE - METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUALI 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) *-'�RDRTIP EDGE INSTALLATION 2x FRAMING MEMBER s" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING e l" O.C. MAX. WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH - 1° —WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) , ACORNER BEAD C FRAME SCALE: V.S. CORNER BEAD (FASTENER 4 SPACING e I" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT � CORNER BEAD C BLOCK 1(�ll SCALE: V.S. A R C H I T E C T S Design 1 ouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIINIII �ema00000m� SUBDIV. 8e LOT: OAKLAND LAKE LOT 41 MO DEL: 1452 M00-01 PROJECT#: R5025.041/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAN 0 7 1/7/19 SbAT : 1/4"=1'—O" 1 SHEET �� V V A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5' (OR APPR01 WRB LAYER 02, FORTIFIBE PAPER (OR APPRO), 1' $" TH CEMEr KJ" 5ELI: WINGvw rr_,ylvc�c CASING BEAD C WINDOW *FRAME, NO BAND 1 JA SCALE: N.TS. '2TUCCOWRAP EQUAL) 6 =ORTIFIBER R (OR SAL) T :R WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL; METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD 5HEATHING ;il TWRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LOI) a" THICK, 3 COAT w FOR \ alzirY) CEMENT PLASTER WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW @jtFRAIME. W BAND. METAL LATH a" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER $1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD 5HEATHING 5ELF-ADHE5IVE FLASHING X X X X o1 _ a� �i2= NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-041-0(9, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP y' GAP TYP ASING BEAD TO WINDOW $" THICK, 3 COAT CEMENT Y4 GAP TYP PLASTER CASING BEAD METAL LATH IX TRIM MEMBER a STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING !fir fir. -.i r �! �WRB LAYER #I, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD (o" SELF ADHERING FLASHING OR PEEL 8 5TICK SIDING TO STUCCO CASING BEAD 1 `* 6CALE: N.TS. (CR085-9ECTI5N) WOOD 5HEATHING METAL LATH WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD METAL LATH \ WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP x (OR APPROVED EQUAL) #: WRB LAYER #2, FORTIFIBER 4X BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD C RAISED BAND FRAME @FA -LE: N.TS. SEALANT WOOD SHEATHING IWINDOW FRAME WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 5TICK OVER FLANGE E-Z BEAD VIN�'L (OR APPROVED EQUAL) CA51NG 2X FRAMING (W/%$" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — 5EALANT BETWEEN — FLANGE 8 BUILDING WRAP ( ; EZ BEAD WINDOW CASING 1 1 � SCALE: NSS. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design p 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II omov�o�ooJ E 8 E O C L SUBDIV. 8e LOT: OAKLAND LAKE LOT 41 MODEL: 1452 XXX00-01 PROJECT#: R5025.041/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA JAN 0 7 2m D E. 1/�V/19 S ALM 1/4"=1'-O' S"EET V V A4 CUT HOUSEWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP l u SCALE: NXS. (FRAME) APPLY OSI H211 (OR EQUAL) SEALANT WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY t^' ^ "a SECURE HOU: ",P UNDE FOLD IN AT Jy SLOPE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 0irir u NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" SELF —ADHERING s OVER VINYL HEAD !G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 1V NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-5" VERT. END DAMS REQ'D. AT EACH END OF SILL MIN. TEXTURED EMENTITIOUS COATING VER BLOCK JSEWRAP DOWN # DIAGONAL CUT & HEAD OF WINDOW " MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS ") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 3" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H I T E C T S Des pign 1 ®U l7inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II�III IY omovo�, E 8 E O cc IC L SUBDIV. 7LAKjE OAKLANDLOT MODEL: 1452 XXX00- 01 PROJECT#: R5025.041/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAN 0 1 DA 1%`7/1 SC/ALE: 1/4"1'-0" SnEET V V A5