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HomeMy WebLinkAboutBUILDING SITE PLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION COVER SHEET ° ) GN GENERAL NOTES ° ) 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX 0 0 — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS i ELF1 1HH bffnes a n h o m e s■ co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD CATEGORY` Weathering depth' Termite` TEMP REQUIRED" HAZARDS INDEX TEMP' (mph) effects" Very N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-1B • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) - *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY - RESIDENTIAL, GROUP tR3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS C IST FLR. LIVING 1,452 50. 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 SQ. FT. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES LANAI aO SQ, FT. • STATE OF FLORIDA TOTAL 1,S44 SQ. FT. CERTIFIED BUILDING CONTRACTOR: CUBIC vOLUME LIVING I2k32 50. FT, RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 55' —4" PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 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. FILE COPY A R C H IT E C T S Design POU ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'llll'I'll �om�vOOJ E �8 Ch E O C SLTBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-OI R5025.060/00002 PAGE: COVER SHEET 1iC=T•]bl�:� :1j�I DATE: 11/9/18 SCALE: 1/4"=1'-0" SHEET C S OF m IL O Z ^1 g Z Vl 0 m Y t7 w z Lnn �a coF_ Oc o Z0 I UQm �Z z WLU z 33 �LUWwz0 U)0 uj ��00.Mn � BY ;ie County fgo-oayj RECEIVED DEC 1 81016 Permitting Dopartment St. LuCle County GENERAL NOTES 3. 4. 5. Ell 7. 8. 9. 10. 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 Al ATTICS W/STORAGE 20 A.3. ATTICSW/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 /PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1, "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 0TH EDITION (2017), D. ROOF DEADLOAD D.1. FIBERGLASS SHINGLES 17 D2. CONCRETE TILES 25 E. WIND LOAD CRITERIA El. BASIC WIND SPEED VULT. = 160 MPH, VABD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KID) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC_pl) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017. 6TH EDITION. 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 COFI§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 CONSTRUCTfPN 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 ARE COMPLETELY INSTALLED, DETAILS SHOWN ON THE DRAWINGS ARE. TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE. 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 SHALLBE-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 R31222 OF THE FLORIDA BUILDING CODE RESIDENTIAL STH 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, ROOFICEILING 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 R€SIDENTLAL 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 R9P2.4.1 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 DIR€OTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES 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, i 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 '%-INCH GYPSUM BOARD APPLIED TO THE. GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YANCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 9 4. 5. 6. 7. B. 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 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 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 VITHE 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, ACI301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND,AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTORIOWNER 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). 1, MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3, OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE THAN'/.INCH, REFER TO FBCR, 8TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,'2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAI61N A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES; ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH 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 R506.2.42 (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. & CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 3A" D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%:" 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 HARDWIREDAND 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 RECEPTACLES) 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. IrluncD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) �. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I C.A. 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. A4i 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 9. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 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 7116' OSB EXPOSURE-1 OR.1/2'COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8- OSB EXPOSURE-1 OR 518- CDX PLYWOOD OR 15132' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 11T CDX PLYWOOD OR 15/32'APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS. SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 17, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. % ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-T WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FED, 6TH EDITION (2017) ENERGY CONSERVATION. Ill I I11D1\IH 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. Z 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 8137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6, PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017). ` CONDENSATION LINES SHALL BE MINIMUM''/1' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. & NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 61-H EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 11 i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" 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-Cl063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C T S 14ff N. KUIVALU KCA AN CLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r oo�vovvov� 0 W E 0 C cc SUBDIV & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA f ULf 'TO 2 II In 2 � R A.ABOUCHACRA AR NO 93723 DATE: 11 /9 /18 SCALE: 1/4"=V-0" SHEET' NOF SECURE STRAP TO CONIC. W/ (2) 3/16'x2' TAPCONS 3 1/2' TI CONC. SLA5 SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "8x1 1/4 SHEET METAL 5CREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' STL. POLE ON 1/4'x&' PIA. BASE (2) I/2'x6A.B. a 11 -4 A BALLARD DETAIL j 2 'VrR ,G2 KITCHEN 811 AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES 'x24'xl2' CONIC. FTGs. (3) 05 REBARS EA. ON CHAIRS MIN. 3' COVER (2-TYP) LIN S 1 HB, D I .. ..IN- D1 �0'-0' FIN. ELEV. rF p FIN CONC. SLAB ■I FDl _ �■ r 7YP. c 3 IR' CONIC, REINED W/ 115* WI.4 x WL4 ON 6-MIL POLY ETHYLENE ■ �\ — �� VAPOR BARRIER ON TERMITE 1 a I TREATED WELL -COMPACTED I ■ I a a 11 CLEAN FILL rr_ 61 r=�1 ii 11, `Ir'� I i iIf ii DI ■ u LL=JJ I' PVC CHA E o FOR LEAND ix'0i /i i �� el ■ NI I LAV. d`— 1 rt II OPT r---_� REF• i i` R/A'i A%G, i I r--n �1 d il_��• II nn DI 1=_#____ i CONDENSATE w/G 3 I/2' CONC. SLAB ■ i —� — --i i D — LINE 6' I i oc� I II -_______ — �._ I I■ I C —W 1 EXTEND ---r — u— SLAB 1 1/2' 4' I ■ I �� W/C� J q , (COND 1 BOLLARD LAV 21'-4" . 8'-8" I 3'-(0" 4 9A -6' RECESS SLAB DI I Y c�v FOR PAVERS J PAVERS ■ ■ I F■■ ■. _3 1n* I 24'x24'xl2' CONIC. 0 FTG. W/ (3) 05 r\L cv 4 cv I 3'-4" REBARS EA. WAY - DI �1 I ON CHAIRS MIN. `n 3' COVER ■ + (2-TYP) ■ I I F PAVER HB. LINE a I I `r I■ � ■I DI , DI 1 4 I Q L— --- D1 DI— — b1/1' — —J ■ �n ■ ■ ■ ■ ■ ■ ■■■ ■■■ 4" 4'_0 4 _8, 16'-0" 8" I6'-0" 4'-8' 40'-0' ]FOUNDATION PLAN - SCALE: 1/4 = I'-O' ELEVATION 'A' A R C H I T E C T S GDesign rou Inc. PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 LOmmo��OomJ SUBDIV. 8e LOT: [OAKLAND LAKE (LOT 60) MODEL: 1452 xxxoo-o1 PROJECT#: R5025.060/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C SCALE: 1/4"=1'-O" SHEET Or 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 11111111111 ��momeemomo� E 8 0 E 0 L C m L SVBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 moo—oi PROJECT#: R5025.060/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 4 DATE: 11 /9 /18 SCALE: 1/4"=1'- O" SHEET 2 OF WALL LEGEND S'-S' 5Lr, SRG. SHEAR WALL SEGMENT LUOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY 0 SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® 24' O.C. OVER FOIL 24' O.G. MAXIMUM, UN.O LOTTS CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I Il'-4' 8/28-5-(UUKOL PRESTta' 65ED L-2 4'-8' 6122-5-(I;U/(01L RECESSED L-3 5'-10, 8/16-64111/(01L L-4 4'-6' 8/24-5-MU/(01L L-5 4'-6 8/24-5-(UU/(01 L-6 6'-6' 8/24-8-(I)U/(11L L-6A V-4' 8/16-S-(UUK1,L L-65 11'-4' 8/16-549U/(UL 1_46C V-4' 6/16-5-(UU(11 L-1 4'-6' 8/24-6-(I)U(01L L-0 4'-6' 8/24-5-MU/(01L L-S 4'-6' 8/24-8-lIU KO L L-10 4'-6' I 8/24-841)Ull01L 4^S7lm44F94ET4IIIf LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 ll'-4' 8F28-I54T PRESTRESSED L-2 4'-6' 8RF22-054T RECESSED L-3 5'-10, 8FI6-0B/IT L-4 4'-6' SF24-OBAT L - 5 4'-6' BF24-05AT L-6 8F24-I54T L-6A 9'-4' SFI6-I54T L-6B 11'-4' SFI6-I54T L-6C V-4' 8FI6-154T L-1 4'-6' 8F24-054T L-6 4'-6' 1 8F24-054T L-9 4'-6' SF24-OBAT L-10 4'4o' PF24-013AT I LANAI 8'-8' CLG, L-6A I I L-6C 5066 SGD ,t_ 25-SW O L DINING 8'-8' CLG. 010 O 11 0 �II I I I I I i KITCHEN 8'-8' cLG. BEDROOM 3 8'-8' CLG. BEDROOM 2 8'-8' CLG. OL-4 EGRESS BATH 1 0 8'-8' CLG. GREAT ROOM 8'-8' CLG. FOYER 8'-8' CLG. e ENTRY L-3 L-8 25-SH L-9 25-SH EGRESS OWNER'S SUITE 8'-8' CLG. I 1 11 I IIII II W.I.C. � y I 1L N T IEIJ PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' 2-CAR GARAGE 8'-8' CLG. L-1 16'-0' X 1'-0' OHGD O — - A R C H I T E C T S Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �0amv000� O 0 N E 0 ^ i c L SVHDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 xxxoo—ol PROJECT#: R5025.060/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 'NOV, 1 9 r1b , DATE: 11 /9 /18 SCALE: 1/4"=1'-0" SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A"PRFGAST 11-1 I%HFI 5 AAFF I nAnJ (I FiSFT) 44Rs4w4TBs GRAY ITY OVERALL LINTEL LENGTH ne-mB I:2-ze &-16-CB BrfO-0B ef14-09 BF2B-mB 9F33-mB ImFs OP LINTEL] a'� gB•IB 3P.69 6FI2d3 i IB 311E 5113 BF3 F1E .6tn Bm$4 9}mi b96 2'-1. TO 3'-e' 09RECAST,i Ti31 .90As- n6m5 Ill .151 n¢ 94X; <J30 9361 1034 0101 e36 9'-l' TO 4'-0' (P.'fCA81) 196G 693 - a695 13 dll9 331 -54'- 'l53 4516 54mm 6224 196 44-I' TO 4'-6' (PR-cCA6T) 159% . "3189 ,'.I 6 H 54l - t .560 [ 6e6 16m9-- ,M13 _ 1430 W-1 TO 5+a rPRECAOn 13n y 166E K5 - 111 9l3_3 1¢90 5 9 3¢v" - O2 t34 ¢ IPfi II 3 E� 5'-S• TO B'-10' (PigL/$TJ 106E asl test- 60 'cabs 6W6 »eRi'--) a3za J 3 -�1 3489 3Dil 3 1 .)3_33 im61 F-ll' TO 6'-6' (PRECAST) 0360 1D3f94_ _ BBS 90B f 3B 91i ¢II l29 263E 33m5• 9a 3191 36an 6'-7' TO 1'-6' (PRECAST) 143 mil 699 Il•9 ` 60 lace 2564 60 346 EIB 64 -- 311 1 -T TO 9'-W (PRECAST) 554 _ f. ^12 35 :3= PSI¢ ll. l05 '16 _ 63^ 1241 3m99 9'-5' TO 10- 6'(PRECAST) 415 '. 64 _ 06. H ba3 415¢ lye 1 66 Laws 4 _r'l 1.1 Im'-l° TO II'-4' (PRECAST) 362 XA 915 5<L" Bl3 b6E i 4 1689 14 2 1 41T. -WS 006 Ss5. II'-5'TO W-O'(PREGAST) 337 :. 54E al All l55 1254 168d 16 b 14ta 2 3 lose 805 231E 3582 ®6� IS' -I' TO 13'-4' (PRECAST) 296 411 55 10 5 1428 183E 'I 212 208E 4 To' n46 1 91 v'r' 13'-9' i014'-O' (PRECAST) 62 l06 I¢0 LM& _ 1 9l 312 _�3m _ -63¢ N¢ IF N^<. VR la' -I• TO 14- B'fPRE8lRE98E0) NR a 66 -- l03 l' 310 - 902 22 2R4_ - '- Sl 212 Of N ue IP nF L _ NR VR. 14'-9' i015'-4' (FRE6li£09ED) NR "n33 I 058 _ 340 151E 141 I© 0 15'-5' TO Il'-4" (PRE9iRE80ED) NR , 3cc 646 9 P AR nR --6 609 i649 OD l 'R IN NP uC ne 11 -5' TO 19'-4' (FR lanssa9ED) NR 235 � 4:O IRS �R il, 82 15'5 - 1 16 nR �R 1 NI 1s-5- To 2l'-4' (PRE6jREQ=Ep) NR 2m 3-m 10 l' 945 Iles 1 1Y59 14'oN NR Ne 21'-5'TO 3Y-O'(FRE9iRE90ED1 NR ::. 66 35_ i 5D laL ©n Las 69a AR ^.R IF Ne nR as nP 21'-I' T024'-0' (R2E6TREBBED) NR '15O mP. 1 6E--' a94 I� 1P22 AAFF I l9Ar3A ll PPIFT)R'PRFGAST 11-I INTFI C L�JF LATERAL OVERALL LINTEL LENGTH re -I' r IT flIN,-I V 1 r'4 1 l T --i-IT (TYPE OWLINTEU z _(Y - R II 0 2T "I�' h=31 2i - sus 8Fa RCr1u 91 2'-6' TO D'-6' (FRECA9T) 69 y 34 52F 4IT- -! _ 6D19 1025 1024 less 5'-T TO 4'10' (F4ECA9T) lea Tea,13M 00,7 C L G T E d l 5J 5 oDl9- 4'-I' TO 4'-6- (PRECAST) 1 '¢le 2 l-1 93 ll 5 IP 9$ 591 101E 4'•7' TO 54'(PRECA3D bll 411 t43 0 399 _ 6 _ L TO 5'd0' (PRECAST) 340 339 616 0P'2 c- 9 9 419G 5'-11' TO 6'-b' (PRECAST) B9B�•• silt Sol 721 Pee 6'-7' TO T-&' (PREGA6T) 424 594 369 1 yam® l'-T TO 9'-4- (PRECAST) r� i Ills ! a4 326 512 2" 760m £-6' TOO'-&' (PRECABTJ 11 69 INV l] O ` -63 ,0n - 284 40l 150 TL sell' TO II'-4' (FPZCA&V - 60 42 6<3 3 I--- i- 18 - 260 -<- 452 154 I'-a'TO 7-0'(PRECAST) 1m2 UP ¢ 46'J' Ic¢ I4IF 5 IBB la' -I' TO 19'-4' (PRECAST " 324 Ila se. B60 e4 8fi? I," M.-S. TO W' 0' (PRECAST) 65 2. 100 .mil 14'i' TO 14'-5' 239 394 53m 66S el] BEG - � LI& des 28b 91 �99 14'-9-TO I$'-4-(PSMSTASSRED) tl % NR 2" 83 69 E 9 b -n 6C ell 15'-5' TO I7'-4' (FRE9TRE99EO) NR A94 64 s Tao m2 I7'-5'TO 19'-4'(PRESTRESSED) NR 140 52 1 9 10'-6' i0 21'-4' IPREST'EBSED) 6i5 125 42 ..� 1 a 0 IB<b •T o 31'-5'T021'-O'(PRE9TRE59_2 _NR NR 116 4® 23'-1'T024'-O'lP�6Tf2 ..- NR 91 80 i3 6mo yl A' PPFGAAT Ill/2" RF(7F55 rEOOR J-_ NTELS SAFE LOAD& (LB5/,T) 4� Alere G-@AVTY OVERALL LNTEL LENGTH 6'¢P SRFIPr ¢6 8�4 m6 aRFif�Ji R= 2 mB83b-�a(S3m-a (TYPE OF LINTEL) BPI. 6_R ei B '0RI 3355 3289ECABT). E H-. 26-IP 43�9 5<al 633� eAl �a6� i141 3'-6 TO 4'-4' (FIR 1634 r IB 36 A _ 5 06 O'.3 91 6639 B060 9<l9 96a 94 _l,i- 1089E T 69¢4 96 3966 4'-5' TO 4'-6' (PRECAST) 414 6 369E- m6 66J9_ e060 94w`n 3402 4'-1' TO 9'-0-(FREC4BD ass .u.IIE e 9 14B 456. 16 9 16L0 ' 6A9 B¢5¢ l 112, 1 2b' 3114 3100 8'-9' TO V-IO' (FREGABT) ale -- 1242 - t 6 ? £66O 40t Il •449 1 Bl 31 ¢ b6m B'-II' TO 6'-a' IPREGABD 'a' 925 m 't le mdB l91 .A-9 t b M1 3 PSt3 56 : 01 9n 59 6'-9'tO T'-6'(PFECABT) 669 55 •e yi' SIG 2 59 l,6 14' iii SIB ASCII m&t1 bo 6 l'-l'T09'-8'(PREGAST) 411 5:6 999 66 _ a453 31'P- Also i7h 1l A"POFr A,AT 7 r)P II -I 1llTFl 4 RAFF I OAOS (I F55,`F-) seats JP_IF O,tRAL. LNTEL LENGTH BF6-11 a I¢ T eCl4 Ii 1 IPRa IT BGG IT II lifr 6-IT (TYPE OF LINTEL) 9R'0-? BF IC 2T BGI4 T 136 B _1B e &mP 1 6 kF C ®R46 BFFb RCtTI 9¢5 1 v 3'-6'i0 4'-4'(PRECABT On, 161 I468 Oil 2361 i _ fC 3l I 31. _ T5B Is, 1164 4'-5" TO 4'-6' (PRECAST) -��- 1 " ,6C 'P 4 e -. 694 699 121E 3511 4'-7 TO 5':B' (PRECAST) b G 6SS 9 23 '19, nib :ul "P M1 Z: 40B 4ml 655 m 99 6'-WHO 5'-10" fPREGAS ` 655 '] - I144 59 _ 3.9E 3B2 391 616 15969529 �. 5'-II' TO 6'-B' (fREOPST) y g, P.N^ 153P 'aP) 1 lO5 1: G xle .5 c r.l "y329 i 5=F I _ lag - 464 6'-9' TO l'-6' (PRECA$T) -- - - Ill 1 2011 7-1' TO 9'-8` (PPeo-A) 310 49m 2K 1I6 ASTM RET49 LINTEL SCHEDULE MATERIALS I. f'c S' precast lintel = 4000 psi 2. Pc prestressed Intel = 6000 pal 3. Grout per ASTM C416 PRE = 3000 psi w/ maximum 3/8 Inch aggregate 4 8 to II inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minlmlml net Brea comprel strength = III = psi 5- Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM 4416 grade 210 low relaxation 1. Mortar per ASTM C 210 t eors yp ft CsENEP-1 S,4L NOTES I. Provide full mortar bed and head Joint$. 2. Shore Filled lintels as required. 3. Installation of [Intel must comply with the architectural and/Or structural documents. 4. U-Llntale are manufactured with 5 1/2' long notches at the ends to accommodate vertical call reinforcing and grouting.. 5. Refarence the CAST-CRETE Load Deflection Graph brochure for Itntel deflection Information. 6. Bottom field added FBI to be located a the bottom or the Itntel cavity. 1. 1/32' diame3ter wire stirrups are welded to the bottom Steel for mechanical anchorage. 8. Cast-in-piace concrete may be provided in COMPI lintel In la , of concrete masonry units. S. Safe load rating based on rational design analysis per ACI 318 and ACI 539) 10. The exterior surface of lintels installed In exterior concrete masonry walla Shall have a coating of stucco applied In accordance with ASTM C-2e6 or other approved coating. 11. Lintels loaded eimultaneouelywith vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading With the following equation: Applied vertical load, AMIled horizontal load 5 L0 Safe vertical load Safe horizontal load IZ Additional lateral load capacity can be obtained by the deelgnar by providing additional reinforced concrete masonry above the lintel. See detail at right 'm.1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED OMU FALL couRSE I/2' CLR TYP (2) S REBAR GRAD or GR60 R U SAFE LOAD TABLE NOTES 1. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Bare loads for unfilled load From next lower height shown, lintels must be reduced by 20% if bearing length I$ 8- For lintels lengths not shown, use safe load from less than 6 12 inches. rawt. longest length Shown 2. N.R = Not Rated S. All I S F safe loads In unit o pounds per IlnaSer foot 3. Safe loads are superimposed allowable loads. 10. All Sara loads based on simply supported 4- Safe loads based on grades 40 or grade 60 field Span. rebar. IL The number in the the parenthesis Indicates the 5- Cr{s 1 rear maybe substituted For two •5 ratters percent reduction For grade 40 Field ab'cled In 5' III only - rebar. Example 1'-6' lintel type 8F32-I5 ea Fe c -re case concentrated loads gravity load = 6412m+w/ IS% redllctiop 6412 nc- a 5are11lvaNdf t4loles byca lculating the (25). 5501 PIE max',rtum resisting moment. and shear at d-away from face of support. TYPE DEICaNATION F = FILLED W71-0GROUT / U UNFILLED UAINTITY OF 45 REBAR AT TTOM OF LINTEL CAVITY I VF1ro g 15/1TjT `QUANTITY OF e5 REBAR AT TOP LINAI_ HEIGHT NOMINAL WIDTH -05 REBAR AT TOP MIN. (1) REQ'D I-1/2' CLEAR C1M U. �q 5 REBAR AT BOTTOM - • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/6'ACTUAL PROVIDED IN LINTEL. B' NOMINAL WIDTH (VARIES) i ABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x B' LINTELS LM TEL SAME LATERAL RdL LOADS fPLP) Taal L sem TIP. awl PLAIN SOLID 2'-le, Precast Bes 3%4 3'-6' Recaet lab 2518 4'0 Precut B44 1614 4'-6' Reset am 1266 448E Fradi eNs 1163 5'-4. Proem See last e.'. Recaet 543 IW5 Recaet 634 B64 6'-6' R.9 at Q0B ' bIr Freest 510 1211 1'i' RQYaM 446 Sale 1'-8' Preset 425 894 8'-0' Preset Sell BH 14' Perth See 145 V-4' Postal Wl See W'-6' Prcuet 192 K9 s'-4 Recaet Pd 620 91-0' Recaet 64 SR Reset 43 all B'J' Reset He 404 b'-0' Rw4et 99 397 K-9' Rshsead NA 341 II Fratnne d NA SID I.H. Rslr.ee.d NA 211 Rslrseed NA 116 Rsveaed NA Be Reekared NA 51 Ra6aeaed NA Q0 34'-0' ReeVeeeed NA 95 NR . Not Rssware ndsd LMF1 6A°SAFE.LATSRAL LOADS (PLF) Tota1-.90 Type B. DOOR HEADER PLAIN V DOOR HEADER SOLID Prai ITV 2011 A-0' Recaet eas all 4'-2• React B61 S21 44' Reset loa 1396 4'-e' Recaet 659 1165 Recaet 650 1111 Retest 504 964 V-8' Pretest 411 lal B'-B' R¢AIt ass 664 9'-8' Retest 2M 535 LOTT S Eel' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PHI (A(17) F.S(, .011P aI r �I��e�lfi�. •�fl�l�;ie r. d1N0 r r Ll w w Nw K 8/6-S-(1) #5AO) #5 NOMINAL WIDTH/HEIGHT OF LINTEL �- PLAIN OR SOLID LINTEL I8/I6_P #U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY F- GENERAL NOTES: I. CODES J. FLORIDA BUILDING GODE RESIDENTIAL, 6TH EDMON (2011) 8ECi ONS R402.2 4 12. FLORIDA BUILDING GORE RESIDENTIAL, 6TH EDITION SECTIONS !Solt 4 2101. -08)13. BUILDING GODS REQUREMENTS FOR REINFORCED CONCRETE (ACI 318 1AN AMERICAN SOCIETY OF CIVIL ENGNEERS MINIMUM DESIGN LOADS FOR BUILDIN GS AND OTHER SITRV GTURES (ASCE 1-10). 2 CONCRETE: 2.1.2 CONCRETE GO W/STA DAI STRENGTH AT 28 DAYS: 2.1.1. F'RE-GAST W/STANDARD REINPOROEMENT-4000 PSI 2,1 . GROUTFFRIE ASTM TRE55 REINFORCEMENT-6000 P51 2.19. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP. 2.2. REINFORCING BARS: 22.2 STEEL PLACED N PRFGAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 0). 7,19. STEEL IN LINTEL AND ASTM A4T BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE IL RE INFO STRANDS ASTM A416 NCE WITH STRESS RELIEVED 210 KSI 2A. 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 LNTEL TYPE LINTEL 61EEL 11NFILLED GRAVITY LAPALIif n.5L (m5B GRAVITY CAPACITY (IML eMu N9.IFT CAPACITY IY5L 0A% PRINT CAPACITY (15L O2 BOTTCn 34R i� BAR GRAVITY CAPACITY 1-10' 1'-6' PRECAST (1)ry f])ry 420 7809 1809 8529 moo 3',6' 2'-2. PRECAST R) ry (]) 4 1A15 Ml M31 K5 485 4'-0' T-e' PRECAST (Dry 11)4 118E 2T11 2111 3356 338e 4'-W 3'-2' PRECAST (Wry f3)4 1343 2165 2165 2608 260E 4'-V Ste' PRECAST (]J 4 (31 ry 1232 Will 2011 2421 2421 a 4' 4'-0' PRECAST (W S (Wry Ime a51 1651 010 ISBN 5'-10' 4.6E PRECAST (WS (1)ry 860 143E 1423 1410 16m9 64• a-V PRECAST (2)N (2)ry 140 C83 128E 1116 Ads 61-6' 5'-2' PRECAST 0)14 (2)n lie U32 1232 INK 1348 PFCCABT (2)4 (2)n 682 154 1104 10B1 R% 1.6E 6'-2' PRECAST (2)14 lW ry 510 at 991 we Tel 1.8E 6.4E PRECAST MN (2)ry 551 SIR see 164 I041 8-0 6.8E PRECAST MIA (1)4 65 901 San 712 904 B -4' T-0 PRECAST (2P6 (Wry qB8 851 851 640 911 9.4E b'-0' PRECAST (1)•4 (Wry 416 126 126 Pat l90 10.6 9.1E PRECAST (2)•4 (1)4 3a4 610 60 3Bp 613 I .4' 10.0E PRECAST IV (2)5 315 561 561 311 1 601 PRECAST (WIS (2)5 DID 525 525 27 561 Q-6 II T PRECAST GO -5 (D5 211 49B 498, 151 511 13-4' 12'-0' PRECAST I (W5. (D5 255 45 456 214 442 ''-0' PRECAST (W5 (2 239 430 430 its 395 '-a` FRESTREBB6p @)4 (Wry RR 40 As 230 446 -0' PRESTRESSED (2)`4 (Wry NR 315 sit 310 4ml '-0' PRESTRESSED (2)4 (Wry NR 25B 280 163 3n [Ell" !-0' PRESTRESSED (2)5 (2)5 NR ]24 224 131 2A, -8'. PRESTRESSED (21S (2)S MR. 201 201 127 231 '-0' PRESTRESSED ft)S 1 NR Ill "T Im7 208 '-8' PRESTRESSED (215 f215 Nft. 164 Ibb im is -8' FFE6ITEBBED !1)5 (WS N.R 31 52 B4 163 nx- Mul Rcwnral TAB. REINFORCING SCHEDULE & -011 CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL iTPE LINTEL 57EEL GRI CAPACITY (O➢5L III GRAVY CAPACITY (175L Oft UPLFT CAPACITY el wl. (1151 UPLIFT CAPACITY (195L Wall BOTTOM EARTI TOP BAR .-b C W 2) 0000 amm 00p® 3'•6' 1'-1. PRECAST Oon (2)1 5031 1000p 10008 100po 1'-1• PRECAST (V1 (2)1 4261 wow 61311 ImmOo 3'-1. PRECAST (2)1 (2 V 3211 9a1 65M 10mmm 3'-4' PRECAST (2)4 2 2`e 4 6414 604E i& V-4- 4-m' PRECAST (2)S 1 4523 6431 4411 1041 -Im' 4'-6' PRECAST (WS 92q 392E NOR 36W SHOP PRECAST IV fVn 4115 Ale 2582 I411 6'-6' 5'-3' PRECAST (2)4 Mn 3934 3s34 29W ]A 6'-B 5'-4' PRECAST (2)4 (Wry slit 3115 7653 359 1-V 6'-1' PRECAST (2)N (Wry 29D 2911 20M +.veto 1-0 0-4 6'-4' PRECAST (2)4 0W4 2196 1156 1532 2931 8'-1' 6'-5' RSCA6T (2)r4 (Wry ast 2581 1154 2102 1-0' FRECA5T M-4 ()ry 1396 23'.b sm teas. I.H.a-m' PRECAST (W•4 (W4 1569 1�9 123B 109E II 9'-Y CAST (W % (2) 5 1621 1621 S41 es L-4 W-V PRECAST 12)5 (11 1K5 Msa 1G5 BOAT I2'-V W-e' RECAST (W5 (2)5 SEE We tell1313 @'-6' II d' A5t (W5 251 1151 04 lies es 1.1. CAST (2)a (2)5 114a It" 545 1119 1414 12-8 CAST (WS (0Is IWI W66 4m loll PRES BSED G)14 (2)1 1419 149 K1 902 IS'-4 14LON PRE6iml (3)•4 (2)1 1291 1391 dIT 823 IT-4' 16'-V PRE6. 85E (3)•4. (2)ry ME Bal 325 641 19'-4' a-1. PRESTISHI , (W5 ( )S lE5 185 260 5B 20.0E W B PRESTRESSED STRESSED (W 5 1W 5 T29 l29 43 Tie 11'-4 200E PRESTRESSED (VS (W9 633 1B 420 11'-0 ]0 -B' PREETREEN D Ms (2)5 91 200 3541 }4' 0 22.8E FRE6TRIPMED (V 5 W 5 481 481 al 330 TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL iTPE LINTEL STEEL GRAVITY CAPACITY (DISC (15U GRAVITY CAPACITY (AL (Inn UPLIFT CAPACITY TSU O EEL UPLIFT CAPACITY (L5L (2 ttl BORLY'I BAR TOP BAR RRECAeTn)ry ry m PRECA6T (2)R (W4 1646 Ipmmm loom Im000 PRECAST (2)4 M)4 550E I0m00 Im009 10090 44 3-1• PRECAST (2)1 (p1 4142 10000 0541 10090 4-B' 3-4' PRECAST (2)9 (2)ry 319E Iowa 183B 10090 1-4' 1-0' PRECAST (])S lv) 6}39 100m0 5138 10000 B 10 4'-6' PREOA6T (2)5 fVn 5m16 810E 4661 ffi44 b-4 5'-0' PRECAST (3Yp fW4 6151 615E 3B61 1141 6.6' S' -V P CAST f2)•4 (2)C 6250 6Y50 36a5 659E 6'-8' 5'-4' PRECAST f3P4 (2 see 5e16 3441 bk4 16 6.1E PRECAST MIA ( 43Q KQ 2636 450E 1 B' W-4' PRECAST (W4 (i 4099 4059 250E 42K B-0' 6'-8' PRECOBT (W4 0)5 also 31W 2218 Ease B'-4' 1'-0 PRECAST fW 4 O ry 3420 9410 101E 3561 9'•4' 8'•0' PRECa9T MSS 2134 2194 1610 2838 9'-3' PRECAST f1)•4 (2) `2 2211 411 1233 1289 11'-4' W'-m' OAST Ills (D P34 954 103T 1009 Q7 W'-8' PRECAST ( )5 2 5 1119 Pit YO 028 Q'-b' I{-2 PRECAST (W (2)5 1661 a61 828 Iiol PRECAST ( 5 (315 Son 601 1:3 1414 14-V Q-W PRECAST (2)e (2)S Bse lea, 636 131E 14.8E B-4' FRE5TRE8SED (2Y4 (2)4 less IB93 EST 1131 5.4• K 0 PRESTRESSED (W4 (2)4 1124 1124 536 lass ILA 16 m' FRESREISED (2)•4 (1)C law 1330 411 824 19.4E is PRESTRESSED (W5 a)5 loss 105E 334 659 1m m' IB'-B' PRESTRESSED MS M S sit sit 311 619 21.4 20.0E PRESTRESSED Ms B52 551 ",1 540 PR£6TRES6ED (2)5 (W5 791 91 251 501 24.0 -B' PRE6TREBSED (W 5 6" Sea 215 425 .ABLE No. 4 ' REINFORCING SCHI_DILLE & LOAD CAPACITIES SAFE WONKING LOADS (PLF) 1' 8" X 24' COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE -AO LINTEL STEEL GRAVITY LARAcItt (05L L75U GRAVITY CA CITY 115L (159 UPLIFT CAPACITY (15L 0 1 CAPACITY 6) 5L (MU BOTTOM BAR T BAR ]'-10' -6 PRECAST (Wry Om00 W00m ID00a 1000E - 3-6 3'1a' PRECAST (2)T (2)4. mel OR:= Mom woo 4.0E 1'-6' 'PRECAST (Wry (Wry else b00D IDmp9 Ip00m 4.6 3'-1' PRECAST (2)ry (21 5014 W000 1090m W009 -4--V 3'-a' PRECAST (]) ry 9 403 Wm a, 1629 0002 5.4E 4'-0' Hill(1)5 )ry Te98. W000 1051 WeOm 5 ' 4'-6' PRECAST (2)5 6231 wow 5136 woo 6 d 5.0E PRECAST (2)14 f2)ry 9W1 WOO ORA S450 6'-6' 5'-1'FRBCA67 (W •4 ( ry Bass vow 446I 89!3 6'-W S'i' Pl i (W•4 4 N14 sum 4231 U20 16' b'-Y PRECAST RY4 )1 62% 6416 3a4] 6411 i-B' b'-4- PRECAST (W•4 )Q 5938 6034 3089 ba3 PRECAST (W•4 ary s36i 5361 280E 559E 8'-4'PRECAST (1)'4 4 4B31 453 1851 5030 e 4° 5-0' PRECAST (W •4 ) ry 3116 3126 IsW ease 10'-6' 9'-Y PRECAST (D •4 pry teal 2wi 52a Me 11'-4' 10'-p' PRECAST (W S 5 255E Rea pis 2604 12'-p' 10-8' PRECAST (3)5 }3m5 no Us 2251 12'-6' I1-2' PRECAST (W5 5 241 ]KT =2 2099 0-0 I2'-0' PRECAST M`5 5 926 We WI U21 14 wO1 lie' PRECAST IV d5 111E n70 161 1635 14.0 13 4' PRE5TRES5ED (3)•4 am 230 2345 ass 1283 15 4 14-0' PRESTRESSED (2)•4 ry 2Be 2196 See 1119 ILA 16-0' PRE (2)•4 ry a5m I650 464 918 IB'0' PRESIRE65ED fW5 5 50 13W 311 1st 10 0 IB B' FRE61RE65ED (2)4 5 Q 1119 T 606 214. -0 1 PRE5FxESBED (2)a ?5 2 304 60 a2 m' 10'-5' PRE5TRE65ED M5 )5 994 235 565 24 0 1a-e' PRESTRESSED 1 (2) is (215 814 B24 139 4l3 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH. CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (051. YL5C GRAVITY CAPACITY (15L(1FA UPLIFT CAPACITY em-fUSLI UPLFi CAPACTY (115L q!<Nl BOTTOM BAR TOP BAR b L i 2 •( try W00m 16100p 9.6E 2 JERECAST (2) ry 1001 W0m, 10000 1000a 4 0 ],V PRECAST (2)t (2)n 1516 Wm00 16W00 leom0 4pwbr 34' PRECAST (Wry (Wry 6001 WmOm to me, Ka90 4l, 9-4' PRECAST (2)ry Di 1 5503 100W0 le" 1man, 5 4 4.0E PRECAST fW5 (Dry 9m11 w 0365 "f 510 4.6E PRECAST (2)S (Dry 13B1 W000 6596 10Ev'0 64 5.0E PRECAST M-4 (2)•! 1emo [Dow 5641 10m00 6 6 1 5 -r PRECAST lW •4 (Wry arm sell, VIDEO 6-1.5'-4' PRECAST (2)•4 (2)`2 9635 WK00 am Imm 1. 6'-2' PRECAST (W•4 (2)`2 POS 1 9961 3648 Tate- _. 6'-4' PRECAST M-4 (3)Q T054 916E 3662 1326 6-0 6'-8' .PRECAST M-4 (2)n "Is 1$51 3318 6661 B'-4 1.1. PTECA T (W •4 (W 4 5S64 6933 V31 so] 9 4' B'-0' PRECAST (W 4 (W ry 4961 Sm66 1355 4145 10-6' 9'-2' PRECAST (W•4 (W4 B26 3844 501 366E 11.4 W-0' PRECAST (2)5 (1)5 use 32W 521 309E 12,.01 W-B' PRECAST (2)5 ) it RIES 2935 Use 2133 11 6' 11.1 CAST PRECAST (1)5 (W5 2116 21M Qh-. 2499 13 4 11 .0' PRECAST ECAST f2 (113 24s 3416 le"S 2160 M.-O. 12 B' PRECAST MS (2)5 22a 2M 931 1961 14-0' 1-4-PRESTRE55ED (W4 ) ]all nil tab 1431 15 d' K-0' PRESTRESSED (2)4 (2)IS 26W 26S 663 aQ 11 d• a-0' PRESTRESS l314 ! 202 1024 5a W32 19.4 18.0E PRESTRESSED (1)5 (115 sal oe BIB }0 m IB e' FRE9TRE59ED Tilt (2)5 11 149E 3B5 163 9 4 10'-0' FRE5TRE55ED (W5 (W5 B05 338 669 22 0 10'-6' FRESTRE9SED IV-1 f) W QW 3n 629- 24 0' 22-B' PRESTRESSED Ms DUS �4 Wid 166 51l TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 6" LINTELS LINTEL LENGTH CLEAR L1MEL TYPE LINTEL eTEFd RAM GR4vlTY CAPACITY GRAVITY CAPALIIY f025L (1,5U GRAVITY CAPACITY fllriL flfSU BPLFT CAPACITY !1)5L (U5U DRIP DA AC1TY lVSL (215u SPAN 80T1OM BAR TOP EAR ry 3.6 ] a PRECAST (2 (W4 151E lost 565 244M0 Y400 4.0E 2 8' PRECAST O (2)4 1131 W25 425 less 563 4-b 1-1. PRECAST (2) 2)ry 819 151 4'61 14PA 1189 41 3 4- PRECAST (W 11)ry B06 WBI WBI 1398 [YG 5.4E 4-0 PRECAST ) (Wry 659 930 W INK m4" 5-W I-6' FRECAST (1) (2)4 511 BOB we 9'36 966 84- 9-0' PRECAST (a) (2)4 4% 141 ibl Me 85] 6-6' s t PRECAST Ale lit lie i30 BiQ PRECAST ) (try 456 693 693 688 190 1-6' 6-2' FRECAsT (2)4 (2)n 381 5% 5E6 Sis 661 6-4' PRECAST D4 IW4 3l5 568 56B 499 6/1 IF 6 B PRECA07 M4 rWry 353 Sea 36 K3 bat 8 4- 1 0' PRECAST (2)ry 334 Sal 501 III 516 9-4' W.O. PRECAST )4 (Wry 206 435 435 3a 4% 9' 2 PRECAST (2)1 2K 311 312 239 423 11.4E ia,o- PRECAST 2) (2) 'a ]5 3K 34 Be AB 11 0 W'-B' PRECAST 1)5 (2)5 102 181 203 fB W5 It 6 II.-T PRECA6T Tilt Its 243 243 51 138 a.4 Q'-0' PRECAST !I)5 151 152 192 Be 58 0 -0 FRECAi (W5 6 a0 al I09 1 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL EWaTH CLEAR SPAN LINTEL TYPE LINTEL STEEL MPILLED GRAVITY LAPT GRAvrtr AD OAP ITY (U5L (0J58 GRAVTY CAPACITY (N5L URIPT CAPACITY r1J5L aAll UPLIFT 15L ( IT (IlriL (IFAU BO1TOM BAR TOP BAR 3.8E ]-4 T fW f1 4 360 69 et r 2234 4'-0' 2-4 PRECAST (3M (Dry IBI 425 1435 563 IBbb 4'-2' 2'-10' CASs (11ry (Dry I041 B10 B20 09 19 4'-4' S'-m' C45T (2)ry !Dry 903 Q30 Q3m BW 696 4'-8' a-4' CA9i (Wry (7)ry Bab Im W61 B96 B% 5' -V 4'-4' PRECAST l215 Sea BW 646 W03 Oil 5'4' PRECAST fD4 458 Sea 693 ea 190 6'-4' C467' (2)•4 (11 3l5 56@ 568 459 641 B'•8' T-4' PRECAST fW4 2 Ne 480 315 546 9'-1. vi PRECAST (11.4 213 415 45 191 412 2.5, CONCRETING OPERATIONS $HALL COMPLY WITH ACI STANDARDS, 3. MASONRY: 3.1. DESIGN AND CON51"RUCTION $HALL CONFORM TO THE SPECIFICATION. OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 6• (WITH A MINIMUM ACCEPTABLE BEARING OF' 4" PER FLORIDA BUILDING CODE RESIDENTIAL, 67H EDITION (2011), 6E1 R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, STH EDITION (2014), SECTION 210415 ��gg 1) /5 CONTINUOUS 3 -(1) g5 CONTINUOUS 4161 r8'X18' KNOCKOUT BLOCK _ 316 / i 8'x%' KNOCKOUT BLOCK 411 •' •^ ' j PSI GROUT --"" • �^ j o00 P51 GROUT . ,]•• PLACED IN FlELD), (PLACED IN FIELD) • fe • TOP BARS: r • PI TOP BARS: :� •' SEE SCHEDULE y • SEE SCHEDULE • • • '� (1) /5 CONTINUOUS �•'T. STIRRUPS AT 4'-0' ITC OR MELDED) (1) /5 CONTINUOUS 7/�2" STIRRUPS AT 4'-0' cc ; -,,,� -y •• N (hED OR WELDED) BOTTOM BAR SEE (PRECAST) SEE SCHEDULE 1�• 8/16-S-(1) #5/(1) #5 PRECAST 8/16-S-(1) #5/(1) #5 PRESTRESSED dim 3� 1. w .::t• mlm �. wI • «YN � 8/16-S-(1) #5/(1) #5 TABLE Na 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL GRaV1TY CAPACITY (0)51. elAU GRdvITY CAPACTY (1, 1. fli FLIP CAPACITY 111L 1511 uPP CAP4O (15L (.i BOTTOM BAR TOP BAR 21=01 '-b' PRECAST (2)V Im000 WmOm 0 lei 3 lbq 2 Ma,wip, (W? 10m00 woo 10mp10 ems, Finala-s• PRECAST my (2M 9219 Wa00 100m0 wow 4-6 3 3' CAST avry W1 6940 mme loom cow 4-w 3 4• PRECAST a) (3)c 1364 W00m Ones vow 6.4E 4-0' PECABT (1/5 fW4 Im000 ISO= Sale I00m0 4'1' MAST Ills (Wry 854E WDev 1816 b0mm 6 4 5-0' PRECAST Wei f2)4 WmmO saw 6519 Wm0o 68' S'2' PRECAST IV -4 (2)n l Wm00 Sits W0m, 6.6 FH- PRECAST (Y)4 (2)ry 1=0 know Sall 10000 16 6.1E PRECAST 0)4 (2)4 %BI Wmm 4gb5 B916 l-B 6.4 PRECAST 1 IV% (Wry all W0m0 62d0 6491 a'-0' b-S' PRECAST (W4 Oil 1K6 loom 3553 1121 04' 1-0' PRECAST (1)•4 (1)1 6194 W000 3516 rate '- -4' 8'-0' PRECAST (W 4 (W 4 529E - 699E 2T11 5501 FRELA57 (2)4 fv1 4006 W43 2094 424 II 4' W'-0' PRECAST (2)5 Tilt, 4221 411 116E 359E Q-V els' FRELAST (W5 (W's 3119 399 549 3n0 7-6' II' -a' PRECAST M5 (115 3412 3412 1411 1899 46-Y Q':0' PRECAST Ws (2) 5 29U 1998 Q B 2511, Id 0 Q'-B' PRECAST lW 5 (]1 S 1131 2131 ma Net Id l0l 13'-4• PESTRE%ED (2)4 furry (1)4 (1)4 (i)S f119 (2)5 (y5 (315 ME 296E pep IBB aB8 141E IKl SM 7545 22M 53 4l3 IIdT 149 683 532 416 391 34B } 4 1ww 1355 105E B44 1BB 691 649 544 14 -V PRESTRESSED (2)) 11-4' 14 -V PESTRE55ED (2) -4 9.4E a'.0' FESTRE%ED (2) 211.0' 18 B' PRESTRESSED (2)5 11'-4' 10'-1. PRESTRESSED (I)5 -a' 20'-8' 12'-8' PRESTRESSED n 5 Ws TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTEL L�'ml CLEAR e'er' LINTEL TYRE UNTIL STEEL GRAVITY uPa(aTr (0)5L 117511 GRAVITY cwacnY f115L (IXiU U9,IFT cAPaom (U5L (115U JPLPT LaPAc1tt 115L (2>5U BOIIOM BAR TOP BAR 1'-I 3'-6' '-6 2'-2' PRECAST PRECAST (114 (DIRE {) em14 100D0 10pmm 0�m Ipm00 a'-m' r-e• PRECAST (v4 (WIT 365I lemma 144m' Immmm A-6' 3.1E PRECAST 11)ry (21ry 2141 1031 8612 8228 4'-0' 3-d' PRECAST f2)ry lilry (11ry 3519 4111 613 441T 650 3165 13I6 430 4-0' PRECAST (D5 5-W' 4'-6' 510 PRECAST PRECAST (2)5 (2)4 (2)T (Wn 3344 303B 3564 303E Sees 2535 3e65 32M 6'-YCA S-r MCA: (1)4 f1)4 ()4 3BBI 213E 288 2130 299E 2259 304E 2695 1d• b-]' PRECAST (1)•4 furry 319E 119E T]9 13m9 PRECAST (])4 7108 Sol aK I'll b'-B' PRECAST fW4 Sat 95l 1494 1m5B PRECAST IV bay 535 B63 191E PRECAST (]14 (2)4 151T 51l I�id 1591 Y@'-6' 9'-0' PRECAST WINW4 us Q65 B01 1324 4 Slow PRECA61 (W9 - Me(1)9 IB8 1138 6lB IIBI Q'-0' b'-0• PRELACY M5 041 1041 554 bel Q'•6' A-3' LAST !W5 ( SIS 988 541 lots 13'-4' 11 Q'-B' CABS PRECAST(115 iW5 (W5 !1)5 SO2 843 9m3 841 465 4K 935 E50 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL ii'FE LINTEL STEEL GRAVITY CAPACITY (oes-ilY5u GRAVITY CAPACITY FAL(Ifiu IIPLffi CAPACITY flAaU Cu51 NP.FT CAPACITY lUSL ClAw BOMMSAR TOP BAR 3- 2'.4 T 2 ] ry 4520 0 o am 4-m' 2'-8' PRECdOT (Wry (2)T 36S Ima00 T440 W909 4.2E 1-W T (i)4 (2)C 3306 W56 6143 :4 4'' Y-V ceer ())4 (2)ry Ems Bees 6139 9566 3.4K CAST (2)4 fI)ry 251E 6251 5B0 1216 5-F 4.4E PRECAST (W13 1 3514 360 3211 10d2 b-W S-4' PRECAST fW4 W 2138 2138 2259 2626 T-5' b-'r CAST (1)4 )ry 2108 Elsa 16K. 339 8 1'-4' PRECAST(2)4 I'l nit 1241 ❑% 9'-B' B'-4' PTECA9T (1)4 BIB 1K6 914 1505 gL" 8/14-S-0) #5/0) #5 .:.'is . 4 r•'GS A R C H I T E C T S L4A 1 N. KUINNLU 11C 11AIN LSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIIII .� o�vom0vvv� E 3 Iy E O C cc sysDiv. a� LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XKX00-01 PROJECT : R5025.060/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C 313/I DATE: 11/9 /18 SCALE: 1/4'1=1'-011 3-(1) #5A1) #5 SHEET 3. 1 OF SQ.FT. CALC.'S IST FLR, LIVING 1,452 8Q. FT. TOTAL LIVING GARAGE ENTRY LANAI 1,452 3133 19 80 SQ, FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 1,944 SQ. FT. CUBIC VOLUME: LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL BRG, HEIGHTS 8'-8' BRIG. LOAD BRG. WALL NON-BRG.WALL COAPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 0 SOUAFtEFOOTAGE WINJDR SIZE ZONE ISO MPH WIND DESKK NNATION WDTH HEIQHT 1 112 161-01 1-0' 192' 84' 5 26.09/ -44.03 OHX 2 20 3068 DR 36' 80' 4 30b4/ -301o4 3 11 25-SH 38, 63, 4 3231/ -42Io2 EGRESS 4 Il E�A% 38, 63' 4 3231/ -42fo2 5 42 5068 SGD 14' 80' 5 28.14/ -51.09 6 Il 25-SH 36, (03, 4 3231/ -42.62 l 11 25-SH 38, 63, 4 3231/ -42b2 8 11 25-SH 36, 63, 5 30b4/ -51.18 EGRESS S 11 25-5H 38, 63' 5 30b4/ -51,15 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=I6O / VASD=124 MPH B. INTERNAL PRE66URE COEFFICENT=+.18 C. RISK CATEGORY -TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. ft DBL.TOP PLATE 2xb WOOD FRAMED e 16, O.C. CABINET SECTION r r 2w 10'-0" @ @ ■ ■- - - - - - - - - LANAI 8'-O'x1O'-O' I CLG- @ � @ I I 14'-2" 5 I O HB 6 O 1 O 8 O 25-SH 5068 SGD 25-SH 25-5H EGRESS I ■ �N r R/TIC w I GREAT ROOM DINING I 14'-0'xIe'-4' 9 t 101-0'x9'-O' ■- 8'-8' CLG. I OWNER'S SUITE I @ 14'-VAV-4" 9'-01, I 16'-2" - 8'-8' CLG. - co ■ ■ I I i o><�'i ° I i I OWER HEAD ° 6'-8' AFF. olI o O d �, ° ■ II I I 4-R/T C ■ m i 3 0„ 6 3'-2" i 10" 2'-8" 3'-2" I 5'-10" 4'-83 " '-6" 4' 4" 5'-2" >2'_a" `v KITCHEN ro r @ - 8'-8' CLG. R/T C AD OUT WALL i ri ®12 AFF, co OPT. m = m 12 ---- __ I REF. i I� �_ __„ GIRIr r —nil I a I C I ° 3 SH 1 8 �11 2x8 A/C m l 1 1 i r SHOWER HEAD e i -� 1 I W.I.C. V ■ ®6'-8' AFF. r.n I i �wi r I 8'-8' O. BATH 8'-8' CLG. L - - - - m ■ N -1d IR-ISH BEDROOM 3 -1 117 2-8 IL 0 F 1 BOLLA W/H _ W-8' CLG. F' _. U `p 36'x22' ACCE9S D ■ ° � i 4 5'-6'10 4'-8" 3'-6" - l'-8" 1'-6" 0 O — C 6 t 3-0 BF. -- r- z I R/T I R.A.G. FOYER � -' 2-6 L___J a ------- IR ISH 2-CAR GARAGE ■:-■: ■:■ 18'-0'x20'-0' @ @ — — N M.T. 8'-6' CLG. O ELECTRICAL m @ PANEL ENTRY PAP -OUT L- 2'-10' II — — - ■ STRUCK BLOCK HB BEDROOM 2 m I ° GARAGE WALL �1 12'-0'x10'-0' `r ■ 8'-8' CLG. � ^ I I � ' 16'-0' X 1'-0' OHGO O ■ ■ ■ ---�■—■ mail ------------- ■■N SH O25 ECAESS 8'-0" 2'-4" 2'-4" '-8" 16'-0" 4'-8" IS'-4" 40' -0" FLOOR ]PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' BM A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIIII om�o�000�� E 8 O C STJBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 �7 {� A1LA00— 01 PROJECT#: R5025.060/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NI 0v DATE: 11 /9 /18 SCALE: 1 /4"=1' - O" SHEET 4 0F 8 12 5t�� (TYP) Will 6CORED LINE NJ COATING PER (ASTM C1326) MOLE] - ; ._ ICI ICI ICI ICI Rej o N m 0 � Milyll, OWN -1 BIB• +- GT�j, I HCDR, HGT. Oh 0'-0" FIN, FLR.,. OPEN r A 0'-8" BRG. HGT. HDR. HGT.,, 0'-0" FIN. FLIR oL _ ATTIC VENT CALCS EA OF ATTIC 1864SQ.1I. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ,FT. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN/7EN7' 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 SUN. REQUIRED IF OF SOFFIT VENTILATION 39 IF PROVIDED LF OF SOFFIT VENTILATION 187 IF SCORED LINE �(TYP) �S'-5' BRG. HGT. 8'-8" BRG. HGT.h HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) Trio) 0'-O' FIN. FLR. 5 OFF -RIDGE VENT \--TEXTUREE) CEMENTIOU5 COATING PER (ASTM C92(o)(TYP)---\ OFF -RIDGE VENT OFF -RIDGE VENT 8'-S" BIRG. k4GT. ' 6'-S" HDR. NCsT, j OI —-------- —-- — \—TEXTUREC)CEMENTIOUS El COATING PER (A5TM C926) (TYP)----\� ---------------------_—_-- 0 -8" HDR. HGT. — FIN. FLR. L0'-0" — —� FIN. FLR, - _ 12 � t5 L�J CLEFT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION "A' 5 OFF -RIDGE VENT TEXTURED CEMENTIOL15 COATING FER (ASTM G92(o)(TYP)---- Rl (---�"'HT E LET N SCALE: 1/4 = I'-0' ELEVATION 'A' SCALE: 1/4 = 1'-0' ELEVATION 'A' '-8" BRG, HGT. T -0" ,pro'-S" HDR. HGT. (i 3 -8" 5FG, HGT. '-8" HDR. H4G7. -0" FIN. FLR. A R C H I T E C T S Design Grou p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��0�oo00vvv� SVBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 moo—o1 PROJECT#: R5025.060/00002 PAGE: ELEVATIONS 160 MPH EXP. C DATE: 11 /9 /18 SCALE: 1 /4"=1' - O" SHEET 5 OF CONNECTOR S C .III... '��1 J'u U LLJE CONTROL OA-E: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-:& 1450 HTA 16-18 1400 (V 10d x I IR' I -PLY, (6) I6d 2-PLY, (USP: (10) 1Od X I IQ'- NO I6d OPTION) -- (2) ME74-16 IS55 (2) HTA 16-18 2500 (10) I0d a I In. I -PLY, (USP: (10) I0d x I n') Iwo (14) Ibd 2-PLY (USP: NO Ibd OPTIOJ) HETA-I& 1510 HTA 16 1615 (a) 10d x 1 IQ' 1-PLY, (6) Ibd 2-PLY USP: (10) IOd x I IR'. NO Ibd OPTION HETA-20 I810 HTA 20 1615 (5) :Od x I IR' I -PLY, (B) I6d 2-PLY USP: (10) 106 x I IR', NO I6d OPTION }. (2) HETA-20 2035 (2) HTA-20 3170 (i0) IOd a I R' 1-PLY USP: (10) lad x 1 In' 2500 (12) Ibd 2-1-LT (U5P: NO I6d OPTION) Z O LGT-2 2160 LUGT-2 as (1) - 1/4' x 2 1/4' TREK, 2 PLT (USP: BLK (5) 1/4' WE, WOOD (16) 100 (n DETAL-20 2480 NO USP CONVERSION FOR SIMP50N DETAL-20 (18) - IOd x I In, I PLY gMGT 3965 MUGT 4000 lU 5/B' A.TR M HIGH bTRENGTH EPDXT (MM. W' EMBED;. (22) 10d TO LLU' OD (USP: (28l 10d TO WOOD) HOT-2 10580 HUG-T-2 9365 (2) 3/4' ATR M HK4! STRENGTH EPDXY (MIN. 12 EMBED;, ll6) 10d TO WOOD (USP: WC0D (8) 10d) LGT-3 . 0630 HUGT-3 9365 (2) 3/4' ATR N 14 N STRENGTH EPDXY (MIN. 12' EMBED), (I6) IOFt TO WOOD (118P: WOOD (W 10d) LGT3-SD92.5 3255 LUGT.3 5330 (12) SDS I/4'x2 Id TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONIC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WI LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) IOd x NU2. NSP: (10) Wad x III vGi 4940 NO USP CONVERSION FOR SIMPSON VT (U 5/6' A.TR N NIGH STRENGTH EPDXY (MN. 12- EMBED;, (I6)-SD6 1/4'X3' TO WOOD (L VGT 7I05 NO USP CONVERSION FOR SIMPSON'2) VGT) (2) 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED). (32)-5D6 I/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 t 11)'ad x 1 1/2' (USP (W)Od x 1 1,2+. (14) 10d) HT6-16 1150 HTW I6 1660 N&) IOd x i V2' (USP: (16) 10d x I I/T, (16) I0d) HTS-20 1450 HTW 20 2045 (24) 10d x I IR' (USP: (24; 1Od x I la', (20) 10d) HTS-24 1450 HTW 24 2045 (24) 10d x I IA' (USP: (24) 1Od x I In', (20) 11 L5TA-12 + 925 LSTA 12 9l0 (w) 10d USP: (10) I0d LSTA-15 .+ 1235 LSTA IB 13&0 (14) 10d USP: (14) IOd MSTA-IB .. 1315 M67A-I5 1315 (14) 10d UbP: (14) 10d N MSTA-24 . 1640 META-24 1150 (I8)10d USP: (18)I0d d. Q � M6TA-30 .+ 2050 META-30 2140 (22) 106 USP. (22) 10d MSTA-36 + 2050 MSTA-36 2525 (26)10d USP: (26)11 MST;-36 3800 KSTI 236 3090 (36) 10d x I IR' USP: (36) 0d x I IR' M5TI-48 $065 KTSI 248 4250 (46) IOc1 x 11/P USP: (48) 10d x I ITT' H' Sao LFTA 6 1595 (8) ad TO PLATES. (8) ed TO STUDS (USP: (1&) Bd x I IR', (I6) 8d) 5P4 555 SPY 4 945 (6) 1Od x I Vl' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS 434 395 MP 34 410 (4) ed x I VP TO BEAM, (4) 8d x I IQ' TO POST. USP P (4) 8c1 x I [a' TO BEAM, (4) ed s I in' TO POST. HCP2 645 HAI2 1070 1 (12) I0d x I IR' U51F: (10) 10d x I In' TO TRUSS, (10) 10d X 1 In' TO PLATE HIOA 1340 RT I&A 2150 (18) 10d x I IR' USP: (9)10d x I In' TO TRU' IS, (a) 10d X 1 IQ' TO PLATE VGT 4 HDU4 4565 PHD 4A 4535 (16)-6DS 1/4-x3' TO UIOOD, (10)-6D6 I/4'R2 IG' WJ THREADED ROD, (2) NUTS`WA6HER/2 PLY USP: 5/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (0) WSW WOOD SCREWS VGT ' HD-5 4940 TDX 10 5110 (16).606 I1 TO WOOD, (3)-a/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAIASHERaPLY USP: V8' ATR MIN l' EMBED -SET IN HIGH STRENGTH EPDXY. (4) T/S' THRU-BOLT$ ABU 44 2200 6665 PAU 44 2535 6115 (V 5/8' ATR N NIGH STRENGTH EPDXY, MN. T' EMBEDJ IN CONG, (12) I6d TO WOOD U6P: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 IB516 (1) 5/8' A.TR N NIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC, g2)Ibd TO WOOD USP: SAME AS SIMPSON (n 12� O LTT19 ++ 1340 LTS I9 1205 (U 3/4' A.T.R. N HIGN STRENGTH EPDXY, (FIN. T EMBED.; N CCNC., (B)IOd TO WOOD USP: SAME AS SIMPSON L7T205 ... 1500 L76 205 1105 (1) IR' AT.R IN NIGH STRENGTH EPDXY, MN. T' EMBED)'IN CONC, (10)10d TO WOOD U$P: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1 (10) IOd x I Ia', 2-I4' = 0 HTT4 4455 Al 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (15) 5DM0 x I IN' (USP: (20) I6d x 2-14') USP HAS MORE NAIL OPTIONS: (20J 10d, (20) 1Od. x I-Ii (10) 16d x 2 1/Y = Q HT*5 5090 HTT45 5430 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,/ IN CCNG, (26) I6d X 2 1/T (USP: (20) Ibd X 2-1/2.) USP HAS MORE NAIL OPTIONS (28) IOd (28) 1Od x I-IR', (20) I6d x 2 IR' HHDOII-5D6 25♦ 11,010 UPHD 11 12OB0 (U 1- A.TR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED) IN CONC- N4) SOSA' x 2V WOOD SCREWS (USP: (24) W53 WOOD SCREWS) LOIS &645 I TDX 10 Silo (1)1/8- AD. IN HIGH STRENGTH EPDXY, (MIN. T EMBED) IN CONC., (3) 3/4' STUD BOL76 TC WOOD (USP: (4)1/5' BOLTS) � W (7 MBH4 356/11.25 3415 5330 NFM35XI2J 3165 113E SIMPSON: (U 3/4' A.T.R IN HIGH 5TRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, N) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN, 615' EMBEDMENT) IN CPID. FACE, (IS)IOd TO BEAM USP: (1) IR' J-BOLT D MINIMUM 6: EMBED. + NOT LESS THAN 4- FROM EDGE OF CONC W/ 3/4- CIA IM RAMaZTrDHEAO DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE J. HUSG42 (WOOD) 3635 266E (FLR) HU54121F 306E 2530 (FLR) (10) 11 TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) - 3225 (ROOF) Z HUG410 (CML) 161m 5085 LD410 IF ,905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: /18) I/4' x 3- WS3 SCREWS, (10) 10d TO WOOD. = HUC210-2 (OMiW ISO 5055 HD210-21F IS05 ails (ie) I/A' x 2-3/4' TITEN (9 PER FLANGE) TO CMU. (10) 1Od TO WOOD: (USP: (18) 1/4' x 3- W53 SCREWS, (10) 10d TO WOOD H'UG210-3 (OMUJ 1510 40 00 HD210-31F 1905 3115 (15) I1 x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) 106 TO WOOD: (USP: (IS) I/4' x 3' W153 5CREW5, (10) 106 TO WOOD LGUM26-2-6DS 143E 5595 NO U5P CONVERSION FOR aMF$ON LGUM26-2-8" (4) 3/8' ® 4- TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = 5IMP5GN 'SET EPDXY-T'E'. CONTACT THE ARCH i TECT/ENGINEER OF RECORRP FOR WRITTEN APPROv,_ PR OR TO SUBSTITUTING FOR SIMII AR EPDXY FRODUCTS OR USP - CIA ADHESIVE ANCHORING- 5Y5TEY6. + YI-ERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL OE_L IN GML. WALL MUST FE FILLED SOLID w/ GROUT. + 10d. COMMON NAILS CAN BE 6U13571%TED WITH 10d 1. VT NAILS IN CONJUNCTION WITS A 23% RED, 'le 'k'HE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THI5 APPLICATION PROF TO INSTALLATION. (n + MINIMUM EMBECI-EN-'NTO THE TOP OF A BONDBEAM WILL BE 5', MINiMJM EMBEDMENT INTO THE F...ND ON WILL BE T' W F- AT.R. = A-a07 ALL THREAD ROD (SSE, PROTECTION TYPE, LENGTH, ETC. VARMS) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS -HE CONTRACTOR MLST BE RESPONS': BLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN ASING 6TAINLE65 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS- c LDN U6(NG ZMAX / HL,G GALVANIZED CONNECTORS, USE FASTENERS GA_VANIZED 'ER ASTM-A153 USE CA EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MJST HAVE WRITTEFI APPROJAL =RC". -TE ARSLTEOT/ENC NEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALJES BASED ON 5 F1P50N "WOOD CONSTRJOYON CONNECTORS C-2013, 'HIGH W-"' Rc3.S_4\' CO\5 R..0 N C--_09-. AND ANCHORING ( FASTENING SY57B15 FOR CONCRETE < CA5CNRY CAT -LOG C-SA5-2012. EXTERIOR MASONRY WALL EIRG. HEIGHTS 0 LOAD 5%. WALL NON -BD MINIMUM LUALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft,) UP TO 5'-0' TO S'-0' UN.O. 4'-II 1/2' -I'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END Or HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N,O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR, STUD REQUIREMENTS ARE STD. U,N.O, ON FRAMING PLAN, 6, CONT, STRUCTURAL SHEATHING TO BTM, OF FUR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN, FROM 2ND. FUR. LINE (2) META-16 It 0 0tk 1� ]� LNG PLAN SCALE: 1/4 = P-0' ELEVATION 'A' (2) META-1fo A R C H IT E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I"IIII"� ��o�vom0vom� STJBDIV. 8c LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C DATE: 11 /9 /18 SCALE: 1/4"=1)—O" SHEET 6 OF' 81 ELECTRICAL LND SYMBOL DEFINITION NOTE5 110v DUPLEX RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED 50TTOM HALF SWITCHED DUPLEX RECEPTACLE 110Y GFI DUPLEX EQUIPPED V GROUND FAULT INTERIIPTER (TAMPER RESISTANT I RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED V GROUIID FAULT dWp cw;l RECEPTACLE INTERIIPTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED �(�)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS �{ LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER eJp SMOKE GATT. BACK-UP V HARDWIRE DETECTOR INTERCorINEcrED CARBON MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED Cs BOX REQUIRED TO BE O J-BOX 3UPFOD ACCORDANCE W/ BOX MARKEE D A5 SUCH FOR 5OX MA INSPECTION FLOOD LIGHT DC 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. ON (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 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 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 HEATI 10,450 TOTAL LOADI 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRANSFOR!" ER BANK-- 80kVA VOLTAGE: 162OA3200-240/490V SERVICE: SINGLE PHASE TYPE: UJDER3ROUdD AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY BIDES (120/240 VOLTS) MAXIMUM FAULT CURRENT: IS380 amps POII.ER COMPANY TRANWOR MER SERVICE BY OTHERS (3)0I THHN/TwM COPPER CONDUCTORS, (1) s 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP COMBO VOLT OLT42 DISCONNECT M AND METER CI MLO CAN LO 200 AMP. PHONE / DATA\�II— PROOF BOX T 200 AMP ELECTRICAL RISER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHNUTHWN COPPER COHNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD IUATER PIPE. NOTE,. IP PVC 18 USED THERE 16 NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV (LEATHER PROOF BOX �— — -- LI LANAI FAN/CEILING PRE -WIRE I II I ■ r ■::■—�I ■ 77777=r ■ ::. ■ .. ■ ■—�s DINING GREAT ROOM OWNER'S SUITE I I / I TY GFI JACK `�i / • SD. o DED.20 AMP-` OUTLET FOR • - 1 1 I - M. WAVE _75 CMD ( J KITCHEN 0. BAT yy.� -,-_ H ■ M OPT. _GFI_._ REF---_-r — ' I ci W.I.C. 1 BEDROOM 3 �� ' _ _ _ _ _ _ _ _ BATH 1 j Cf1 ,s W/H � r _44' AFF • � � 1 � CGND. n SWILIGTCH 4 • Is SWITCH WP GFI IN ATTIC Fs G) I R/A FOYER SPRINKLER \7 � 2-CAR GARAGE coNTROL u- _ BEDROOM 2 ,' I GFI CLG. 1�1 OUTLET L_J I � I ■'/ ENTRY COACH LIGHT " IL ��C���C PLAN SCALE:: 1/4 w 1'-0' ELEVATION 'A" A R C H IT E C T S :L44J N. KUNALU KLAUAN CLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngroup.co m AA #: 0003325 E I8 O L Co L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 11 /9 /18 SCALE: 1/4"=1'-O" SHEET 7 OF Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), lamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 134" min. embedment with 2 Y," minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact If SO Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 E-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.114" embedment. Required anchors: Head/Sill (6), Jamb (S) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'O" FL 5891.5 N/A ITW Tapcon W, Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/40, Min Embedment 1-1/40, Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical Jamb i 4' X 1 i 4" min embedded Tapcon. Max spacing of 7 and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffns FL 23352.1 N/A Structural Component N/A N/A Huber Eng. 21P 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 loads 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 ®esi n 1 ®u I gnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII Lo��om0�vo� E 8 A� W E C IT-TBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 ]PROJECTIIjE: R5025.060/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C DATE: 11 /9 /18 SCALE: 1 /4"=1' — 0" i ' A) !0 5 REBAR VERTICALLY (U 5 REBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL - 25' MIN LAP) POURED CELL l25' MIN LAP) R-4.1 INSUL. MIN. _ _ TEXTURED CEMENTIOUS COATING d w e' CMII z w PER (ASTM CS26) lTYP.) rJ EQ E� E� `S'CMU r 1/2, GYP, WL. BD. O _ CURB HEIGHT VARIES / °) O `WOOD BASE w L Q tl : s 3 1/2' CONC., REINF. W/ 6'x6' 4 `2 4 -4 WAxWIA UU1F OR FIBER'ME&A ON 3 1/2' CONC, REUNF. W/ 6•x6' _ b-MIL POLY ETHYLENE VAPOR = WAxWIA WWF OR FIBERMESH BARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILL VAPOR BARRIER ON 4' 4' 4' 1 1/l' RECESS DELL -COMPACTED CLEAN i 4' 4' 4' TERMITE TREATED FILL m U U p_p' m U (2) 5 MBAR ON CHAIRS (31'_0' (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING rl_�Wl. BLOCK WALL �� AT GARAGE I WALL BEYOND WALL BEYOND 3/4' RECESS FOR - PAVERS CAR4GE DOOR _ 3 W. car,REPF. UU 6Y6' i_ UAAARA WIF OR FBER'EH ON h ;p = 64'lIL POLY ET tLM VAPOR - w -lv BAPoiIER O LLELL-CO'PACiED � a a. _ _ — � _ �o Q � CLEAN TERfIITE TREATED HLL m I � • � • '. 3 I/L' CONG, REINF. W/ b'xb' d WIAxU11A ULF OR FIBER'MESH ON 3 112'IlCA a a 3 I/2' CONG, REINF. W/ 6'xb' - Ull &ESH 4 PAVER — 6-MIL POLY ETHYLENE VAPOR ` WILF OR FI. ON 4-s BggE BARRIER ON I ELL -COMPACTED 6-MIL POLY ETHYLENE VAPOR 5 REBAR ON FCbrUJCa� a i'_0. CLEAN TERMITE TREATED FILL BARRIER ONCLEAN TERMITE LLB -COMPACTED FILL 4' 4' CHAIRS BEYOND E EXTEND FOOTING !I) 5 REBAR ON CHAIRB 4' 4' 4' 6' RECESS FOR PAVERS `^ U GARAGE STEP-UP UNDER PAVERS I 0 !2) 5 REBAR 4N CHAIRS NON -BEARING rco)_1GARAGE DOOR FOOTING rJ �;,�.•,.m. PAVER RECESS ENTRY DOOR SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEFM z OF RECESS FOR SGD. TRACK L w VARIES W FINISH FLOOR -' Q) 5 REBAR SET IN SIMPSON HIGH w STRENGTH EPDXY 61 EMBED. MIN. (2) 5 REBAR • ]-STORY J (3) 5 MBAR • -STORY 2 Q c� a e OUTSIDE REBAR TO BE a - CONTINUOUS - 3 1/!' CONC, REINF. UU 6'x6' o d' WAxWA WUF OR FIBERMESH ON a z G ENE VAPOR POLY LCOMPACTED BARRIER ON UELL6-MIL CLEAN TER'IIrE TREATED FILL 7-I' MIN. LAP SLAB AT S.G.D. TYP. RETROFIT FOR 11 SCALE:,'.,'-O' A OMITTED DOWELS C E: R°•P-®' B REBAR LAP AT FOOTING SCALE: TIE VERTICAL MBAR i0 HORZATICNAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. A U- ,. CLEANOUr REQUIRED FOR INSPECTION z L , ' 0'-0• FIN. FLR !0 5 VERT. DOWEL LAPPED UV BOND BEAMS a :°a ; 'e TIE VERTICAL REBAR T !I) 5 REBAR AT CORNERS ° TO HORZATIONAL 4.< REBAR W/ 10' HOOK U)/ 2S' LAP MIN. I U TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS F REINFORCING 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 � E 8 ANA' W E O L C SUBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 MOO- 01 PROJECT#: R5025.060/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 11 /9 /18 SCALE: 1/4"-1'-0" SHEET DI NOTE: _LTNOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUM$ JAMB. ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED 4' 8' CMU BLOCK 8' CMU BLOCK ' DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or �'x4' MIN. � Ix4 or lx2 P.T. NAILER P.T. Ix4 or �'x4" MIN. FASTENER SCHEDULE FOR ATTAif�AT DOOR CASING FASTENER SCHEDULE AB?rBA INT Ix4 or Ix2 P.T. NAILER ( : ) 4 BLOCKING FASTENER POOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS S' FROM (ATTACHED TO BLOCKING EACH END and a 18' O.C. MAX P.T. Ix4 or'x4' MIN: mm PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �&' TAPCON (MIN. EMBEDMENT 1 4") WINDOW TO BLOCK (A4 or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 15' O.C. MAX or DOOR JAMB TO BLOCK (+%" or +5/4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 6 15' O.C. MAX 4A ecALe: I'=r_m' 4E scALE: r=r-m' MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 4' NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (U a' TAPCON ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED 4' (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK END and a 18' O.C. MAX �' DRYWALL 8' CMU BLOCK ' DRYWALL or P.T. 2x (U DRIVE PIN, 8' FROM EACH END and (SEE wINDOWDOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 IS' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING Iy' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4' SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING ' MEMBER w/ l2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and 6 I8O.G. MAX (ATTACHED TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTEWINDOW TO BLOCK (+1 %') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MN. EMBEDMENT I J') 8'TO BLOCK wl )FROM EACH 6TH EDITION 12011) � DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Ox or �(,' 055) END and -8 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' SCALE: r=r-m' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 16' O.C. MAX 7 MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6 ) MIN. HEAD SiZE (PER PLAN (R-VALUE PER ENERGY CALCS) K NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 104' SHIM AS NEEDED TO PLUMB JAMB. 4F SCALE: METAL DRIP EDG 'GYPSUM BOARD OR I' HIGH ❑ DO NOT EXCEED 4' P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE 70 BLOCK w/ (2)TAPCONS VENTED 4 ONG. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and m 18' O.C. MAX ER PLAN .:a : (SEE wINDOW/DOOR JAMB BLOCKING RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT' OS$ (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), 8 FROM EACH END and (SIZE AND REINFORCEMENT DO NOT EXCEED 4 (2) DRIVE PINS, ' ATTACHMENT PER MFR PER PLAN) DOOR JAMB /WINDOW DOOR CASING g 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300 NOTE: F".T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14' STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALKS) b SECURE 2nd 2x 70 STRUCTURAL w/ �' TAPCON MIN. 14" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLD 'GYPSUM WALL BOARD EACH END and e 18' O.C. MAX (ATTACHED 70 BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH ' TEXTURED CEMENTITIOUS U 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and e 18' O.C. MAX COATING MIN. (PER ASTM CONK. POURED CELL C92(o) OVER CMU(LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (l) DRIVE PIN, 8' FROM EACH END and 8' CM �' 18' O.C. MAX ' P.T. FURRING STRIPS 16' O.G. 4C SCALE: I'=r-o' THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSBJ MIN. SHANK SIZE .145 w/ 4' TAPCON MIN, 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT 14' NOTE: WINDOW TO BLOCK (+3 %6") TO PLUMBEJAMs DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: RE SECURE TO BLOCK w/ (2) 4' TAPCON-5 ONCi�.ETE SLAB F1DO NOT EXCEED 4' 4G SCALE: r=r-m' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 8' FROM EACH REINFORCEMENT) 8' CMU BLOCK END and a 18' O.G. MAX XTERIOR WALL FOOTING �' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING 5IMP60N HT520 wl (10)10d NAILS TO TRUSS 4 6 IS' O.C. MAX `� FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) 4'X2 4' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 -I -m for EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS DOOR JAMB /WINDOW DOOR CASING MIN. HEAP SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 141 BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO :7RU5Ib BEAM (2) SIMPSON HT620 EACH SIDE OF TRUSS5 w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (I0)10d NAILS TO TRUSS 4 (4) 4'X2 4' 7APCON5 . P.T. (2) 2x8: Em STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER Ox or ' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ l2) 4' TAPCONS b (MIN. EMBEDMENT 1 4') 8' FROM EACH w/' TAPCON MIN 1 4' EMBEDMENT INTO BLOCK END and 9 15' O - .C.MAX -- TAPCONS MIN. or OPENING 22' x 30' MIN. WINDOW TO BLOCK (+2 %4') 2' GOVER l2) DRIVE PINS, 6' FROM EACH END and —WOOD CASING AT SIDE V APART a IS' O.C. MAX ATTIC ACCESS 1 " NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN MIN. SHANK SIZE .145 DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT 3 SCALE: NTS. SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. MIN. HEAD SIZE 300 4D ScaLE: r=r-m' S SCALE: N.rs. PER R80V OF THE FBCR 2011, 6th EDITION BOARD (TYP) MIN. EMBEDMENT 141 A R C H IT E C T S Desi n p IOU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 r �IIIIIII�I ��smeeeoo E 8 N E O svHDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA n'; DATE: 11 /9 /18 I SCALE: 1/4"=1'-0" 1 SHEET D2 A R C H I T E C T S � Desi n 1 o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r '�'lllll"II LommvO��mo� E 8 A� W IE 0 C mmmmmm SUBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 11 /9 /18 SCALE: 1/4"=1'-O" 1 SHEET D3 VTCR of (I) a EA V O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS o ECURE 2x(o MIN. TO BLOCK w/ l2Jy' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY IMIN, VEMBEDMENT)o ECURE 2x6 MIN. TO BLOCK w/ l3)Y' x 9' ANCHOR BOLTS w/ 2' _-- - WASHER SET IN 51MP50N or U5P NIGH STRENGTH EPDXY (MIN. (0' EMBEDMENT o i] GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'-1'-0' //--PRE-ENGINEERED TRU65 ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS s 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS e 32' O.C. MAX CONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING 0 BOARD %$' 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) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 %' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY O NAIL w/ WASHER le 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:3/4'4-O' ' TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) 0926) OVER CMU� ' CMU BLOCK ' MOLDING�EATHER STRIP (PER MANUFACTURER'SPECIFUND CATIONS)CATIONNS 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. VEMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r Mirv. suDe VERHEAD GARAGE DOOR (BY OTHERS) Room ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.Ts. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S yDesign I )U ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��v�mom�mov� sLJHDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 )XX00-01 PROJECT#: R5025.060/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C (ARCHITECT-. STATE OF FLORIDA DATE: 11 /9 /18 I SCALE: 1/4"=1'-0" 1 SHEET D 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM 01063 2, WIRE TIES TO BE (NO. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN J CUT TWO PIECES OF FORM FLASH 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, 6TRAP5, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: NTA _'AP MI - MI GN. 6' TO B' 6' TO e' s" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 scALE: NTs. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS 11/7 USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 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 #I, 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: 511DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5TU 5HEATHI WRB 01 TAPED T SHEATHING uj/ WI *2 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL wrrw L.n I G� '4, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.TS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 511DING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. 5PEC5) 5"X1" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: t1T$. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING V MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 1`2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 z (FORTIFIBER BUILDING PAPER OR 76 APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING �!�TiiTTIT� 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S 1441 IV. F(VIVHLU F(CHIaHIV tlLVU. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II'lllll'I Ligam000vmom& SVBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-Ol PROJECT#: R5025.060/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ROLAAR DATE: 11 /9 /18 SCALE: 1/4"=1'-0" SHVV E�E��T� AI A R C H IT E C T S TEXTURED CEMENTITIOUS WRB LAYER #1, STUCCOWRAP (OR APPROVED COATING X:1 EQUAL) WRB LAVER #2, FORTIF15ER BUILDING X, WOOD SHEATHING �PLP1=R ((�R LPPR(�VI=r) ;=Ql1Ll) ��>=pit i- Ac IC Tn czc 0,=T lkl /" /'WTi1%u ini I4 P=r) nI~ I" . ' „ ^'' • _' ' ' " ' ' `� . __ ��-_.. _ $ THICK, 3 COAT i+rwwr�It « A/-rt- 1 �lljPR I LYPR #1 .5'TI1rr_0111RLP (CAR LPPROV1=r� Ki v4_I\I VP"j IV IV IJ✓_ V4-1 III VVl I111 IVIV1 V yJ"61 VI SEALANT. Pi?1=MLNI ll= 1')r.>Y;:P \/;=MT ('LP V=I V \ I 1_T1u I =I ` _. ­ ­ . . ­ - " _ . _._ - _ - -. " . _ ' - . " ' ' ._ - __ I . , i, " .,, . r 1 1. rI . . H, . , a. ., EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAPOVER I SPECIFICATIONS _ STEP FLASHING NAILING FLANGE, STOP WRB APPROX. X APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 %' ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL DIVERTER I' MIN. =;` :' X SEALANT a ALL SIDES `;``� ` �'`;' SELF -ADHERING FLASHING I; SIDES, SEALANT JOINTS ALL AROUND _...... $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING "'� DRYER VENT (BLOCK) ��, METAL LATH BB SCALE: N.T.S. DRYFLEKT KICKOUT DIVERTER WRB LAYER *2, FORTIF15ER BUILDING Qo PAPER (OR APPROVED EQUAL) BUILDING PAPER FELL UNDERLAYMENT § DRYER VENT (FRAME) OVER "QUICK FLASH" V A eCALE: KTZ. 8,0 PIPE THROUGH WALL PER FBC R-103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL DRIP EDGE: OVERLAP 3% BUILDING PAPER EXTEND I/2" BELOW UNDER "QUICK FLASH" COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY ASTM C 926-12A. FASTEN 4" O.C. MAX. CAVENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING scALE: rLTs. SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WRB LAYER 12, FORTIF15ER LEGEND WOOD WRB LAYER 01, BUILDING PAPER (OR DRAINAGE PLANE NOTE. CONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 11, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL 5 scALE:Nrs. WRB LAYER 02, SHEATHING WOODS/8" TEXTURED FINISH WOOD WRB LAYER *2 AT BOTTOM OF ROOF WALL FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER INTERSECTIONS BUILDING PAPER (OR 8" CMU MEMBER 7" O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) = � %$" TO %` MID -WALL METAL LATH X X X X AREA TO RECEIVE 1 COAT OF SHER-GREYS s' THICK, 3 COAT CEMENT ® WEEP SCREED FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER 6' WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER ---- WOOD SHEATHING INSTALLATION WALL %s" t0/8" MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 3/WAI) 6" SELF -ADHERING FLASHING TEXTURED FINISH ia MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R703.1.1 / ASTM ELEC. METER FIELD VERIFY -- _ I � SCALE: N.Tz r n SCAL�NTS- C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR ° LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION - CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH I PIECES TO COVER BOX 4° NOTE: ATTACH PER •' PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN °X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH 1 FLASH I INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND 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 1" TO CORNER. STEP 1 STEP 2 STEP 3 • WRB LAYER #1, STUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOMERIC 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 FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE V1 FELT (OR APPROVED EQUAL) °, (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT METAL LATH ELECTRICAL CONDUIT 'PIPE PENETRATION DETAIL' AT ALL JOINTS AND PENETRATION 8 scALE: NTS. APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR JJATERPROOFER 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: V.S. awmCONST) STEP 6 Design 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 �'lll"'lll L\0000��DDOJ G 8 N E L L SUBDIV. & LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT*: R5025.060/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /9 /18 I SCAT :1/4"=1'-0"' SHE�ET� �� V V A2 WOOD SHEATHING WOOD CONSTRUCTION %4" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #I, - 5TUCCOWRAP (OR APPROVED EQUAL) s" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL)' AMIGO AM66-WFWC-18m - CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) ' I I WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) :✓.: is m 6" 5ELF-ADHEREING FLASHING WRAPPED 'a CORNER OF CANTILEVER AMICO AM6(-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL ® CANT. LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING X X X X EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER NOTE: 3, CORNER BEAD FASTENED TO METAL LATH: LATH TO BE 5HEATHING o 1" O.C. MAX. PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER / '; WRB LAYER #I, 5TUCCOWRAP 50. YARD (UTILITY OR (OR APPROVED EQUAL) NOMINAL LATH DOES NOT WOOD SHEATHING MEET SPECIFICATIONS) 41"METAL LATH WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 $" TNICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL,) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) WM P EDGE INSTALLATION CA —WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) *LCORBEAD C FRAME TNEIRI. CORNER BEAD (FASTENER 8 5PACING 6 1" O.C.) wil %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SCALE: N.T.S. A R C H I T E C T S Design r 1 ® U islnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r_ �III"IIIII L 0m00�o0 SUHDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 XXX00-01 PROJECT#: R5025.060/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /9 /18 I SCAT :1/4 1'-011' SHEET V V A3 WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 112, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" TRICK, 3 COAT CEMENT PLASTER C SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER '2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (FRAME, NO BAND) 1 JLi SCALE: NTS. WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J METAL LATH (EXPLODED a" THICK, 3 COAT vIEU FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL; T' WRB LAYER #I, STUCCOWRAP METAL LATH " 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD '` 6 "SELF -ADHERING FLASHING(EXPLODED DRIP CAP cl WINDOW FLANGE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD CLARITY) lOR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER lOR APPROVED EQUAL) ' METAL LATH �" THICK 3 COAT w FOR � CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE (FRAME, W/ BAND) 1 JD SCALE: KTS. WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO-- WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.�.1 / ASTM C-041-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $" TRICK, 3 COAT CEMENT Y.' GAP TYP PLASTER 1X TRIM MEMBER 0 STUCCO GATING BEAD METAL LATH TO TRIM TO SIDING TRANSITION WRB LAYER *2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING 7. `—WRB LAYER #I, STUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL d STICK SIDING TO STUCCO CASING BEAD 1 * SCALE: N.TS. ( CROSS-SECTICN) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) JLLJ METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEIU 1=0R CLARITY) CASING BEAD C RAISED ,F BAND FRAME 1 J SCALE: N.TS. _Yi GAP TYP METAL LATH CASING BEAD SEALANT TO WINDOW WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME i WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL 2X FRAMING (OR APPROVED EQUAL) CASING lW/%8" FLEXIBLE PVC BACKER Rn \MEMBER INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP ry EZ BEAD WINDOW CASING I / SCALE: N.TS. $" 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, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www, abdesigngro up.co m AA #: 0003325 �nnm i �eemoo� E 8 E s C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MODEL: 1452 �00-01 PROJECT#: R5025.060/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /9 /18 SCALE: 1 /4"=1' — 0" SHE�E��T� VV A� CUT HOU5EWRAP AT 45' ANGLE MODIFIED "I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP o SCALE: xrs. (FRAME) APPLY 061 H2U lOR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHINCs (LANCO WHITE -SEAL RC-865 OR EQUAL), SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) 1 Ut1 SCALE: xTS. TEMPORARILY =^I n_1I= e 5ECURE HOU�': " ~' " P UN" FOLD IN AT J, 5LOPE INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLA5HING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF 51LL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAIL51 5TAPLE5) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING 45 THE FLASHING AT THE SILL Ia7■Nii Bi NOTE: 1, IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5EALANT5 8 SELF -ADHERING FLASHING MATERIAL5 U5ED DURING CONSTRUCTION. (0" 5ELF-ADHERING s OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLA5HING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOT5, SUPER STRETCH BUTYL FLASHING STEP 3 L-gp VERT. END DAMS REQ'D. AT EACH END OF SILL o1L'r MIN. TEXTURED EMENTITIOU5 COATING ,VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT d HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 RTFP R INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING 5TRETCHA5LE FLASHING 4 APPLY SEALANT AT END5 OF SILL DAM INSTALL WINDOW PLL LEVEL AND 5QUARE I MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT IN5TALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT \PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING DVER FRAME 2. INSTALL ALL MATERIAL5 PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME 5PECIFICATION5 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS 8") REQUIREMENT5. SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND 5ELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE* SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT MINIMUM STUCCO THICKNESS 19 ;rm F.NTR STEP 5 ki 1 U 1 0 " MIN. TEXTURED -EMENTITIOU5 COATING )VER FRAME STUCCO OVER FRAME (MIN. THICKNESS 81)) SIDING LOOK S. FLORIDA A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �IIII'lllll Lomvo■v0om� svBDIV. 8e LOT: OAKLAND LAKE (LOT 60) MO DEL: 1452 X1x00— Ol PROJECT*: R5025.060/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT: (STATE OF FLORIDA 18 DATE: 11 /9 /18 SCALE: 1/4"=1'—O" SHE�E��T� VV A5 0 I 00 CV, J2 L2G L1 Lt it J3 J5 A8GL A7 A6 A5 A4 A3 A2 Al A2 A3 A4 A5 A6 A7 A8 Ct C1 C2 C3G J4 J2 10'-0" 30'-0" N -t It N J2 c N a J1 V J3 J5 r N I i f N a o m a Bt o I i Mot, 82 iV 63 84G J4 ? J4 J4 N � � J2 J2 J2 o� � TRUSS BEARING APPROVED TRUSS ANCHOR BY BUILDER HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,_ 8„ ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) HUS26 Q HUS26' © HGUS26-2 © THDH26-2 Q HGUS26--3 EV THDH26-3 © CONNECTION BY BUILDER 11111111011AA M. BLEq G E-N S ROOF PLAN REVIEWED ❑ REVIEWED AS NOTED REVISE & RESUBMIT O REJECHL), RESUBMIT O NOT REVIEWED O FOR YOUR INFORMATION Submittals are reviewed for conformance with design Intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum Reviews, Comments end/or corrections does not relieve the Contractor from compliance with the Contract Documents The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, tinoncauon processes, techniques and sequences of construction. compatibility of materials and materials coordination of their work with other trades sad subcontractors, performance of work in a safe and sNisfactery manner and to fall compliance with the Contract Documents. DATE I( REVIEWED BY GROUP SVI,YN/OV'�5 5��/ 9 IIn TYPICAL TRUSS END DETAIL NOTE: Permittlnq E St. k,MGls YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE, Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses, WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'SCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAWNG & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �r HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope) ASCE 7—t0(Low Rise) Exposure Category : C Bldg Category : 2 wnd Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 1_5 ft. Brim M Bleakly Stunt Eno #76051 2590 N. KINGS HIGHWAY FT. PIERCE FL 3051 (772) 464-4160 Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings //��� COMg'L�NIESa INC. must be placed during the erection procedure. d 2590 N. Kings Highway Fort Pierce, FL 34951 nn Kln . CUSTOMER: 2018 SCALE: 3/16 = 1'-0" ELEVATION "A" (LOT: 60 BLK: I 1\ 1 n1.'N 111J1r1Li1J I m mm�o,nnnu. (ADDRESS: 52710akland Lake Circle Plan - 1452 Elev. A w Covered Lanai SCALE DAIS DRAWN BY: DRAWING NUMBO: SUBDIVISION: Oakland Lake 1 3/16"=1'-O" 1 2/7/18 11452—A—cI