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HomeMy WebLinkAboutBUILDING SITE PLANCONCEALED FASTENERS OR ATTACHMENTS RESPONSOLITI OF Aq CONTRACTOR IiE Of RECORO INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ° GN GENERAL NOTES C,5 ) 1 FOUNDATION PLAN 5 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX O O— 0 1 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: 6 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAI -W5 WALL ASSEMBLY DETAILS i ourk bffnes a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM _ WIND ICE BARRIER FLOOD AIR MEAN SNOW I Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT „ FREEZING ANNUAL LOAD (mph) effects CATEGORY Weathering depth Termite` TEMP ` REQUIRED 'HAZARDS INDEX' TEMP, � N/A 160-C N/A .I Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 15T FLR. LIVIN(S 1,452 SQ. FT. •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 1,452 SQ. FT, RISK CATEGORY II • EXPOSURE CATEGORY — EXPOSURE C GAP14GE 3S3 SQ, FT. • 1—STORY RESIDENCE — ENTRY 19 50. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 1,564 SQ, FT. • STATE OF FLORIDA PATIO 15 SQ. FT. CERTIFIED BUILDING CONTRACTOR: Im= i CT RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. FILE A R C H I T E C T S Desin M 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII �o� �mo�omv0� E 8 0 E SLTHDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA xN 15 1/15/19 SC�LLE: 1 /4"=1' — O" SHEET C S OF mw 0 z 2 Z 'pw O O Y.. w w3 to a z maw g� z u a C1� n Z m 00 aCe u �ww u,0 w Z w GQ� ct�ogV) S a 0 V cj a�c7 o!rUn UJ u w¢¢, iE*CcaG SCANNED 3t BY Lucre County 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, 13, 14. 15. 16. 17. NOTES 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 WI STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) B.I. ALLAREAS 10 C. ROOF LIVE LOADS C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD f PSF) D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1, BASIC WIND SPEED VOLT, = 160 MPH, VASD=124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.A. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR. CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. DE I NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, C , SPECIFICALLYTAILED. ETC. UNLESS WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE 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 FLOORICEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM 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 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR 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 YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED $OIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V. W BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657.. 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 Ys THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01657. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOTOCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL BLABS 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 R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6.INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO. OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0,45 TO 1.781Lq/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING. THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING. WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER D. BEAMS & COLUMNS: DA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION, 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6, OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE($) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: BA. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION SOUTHERN PINE INSPECTION BUREAU: C.A. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) APA - THE ENGINEERED WOOD ASSOCIATION: E.A. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. AL STRUCTURAL LUMBER SHALL ERN PINE MIN. MACHINE GRADE LUMBER UNO. L S U L BE SOUTH #2 A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI 8. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS; VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/W OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT, 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR. REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI7rpi 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER. EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91M' . 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 6-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 16OMPH/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 R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R29064 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 1" PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BEMINIMUM /. PVC SCHEDULE 40 %' INSULATED /, AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'Ye" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. .. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION 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 SbFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 3027 , EXTERIOR FINISHES - 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTWC-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF 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 I T E C T S 4Desi n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r �'ll I"III ��■�mom�■om� SIJBDIV 8e LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00- 01 PROJECT#: R5025.055/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ommARCHITECT STATE OF FLORIDA DA 1/15/19 S ALE- 1/4`l'-0" SHE�ETT G JL Nor C) SECURE STRAP TO GONG. UJ/ (2) 3/16'x2' TAPCONS 3 1/2' TI CONIC, SLAB SIMPSON 11)E3 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UY (2) "Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' STL. POLE ON 1/4'x6' DIA. BASE (2) 1/2'xbAJ5. 41 1�� A BOLLARD DETAIL 2 'VTR } 2 PLUMBING ISOMETRIC (SEVVER). MODEL 1452 RYAN HOMES 311-311 -OII 29'-3" Ira'-9" , DI 145. I PA RS FIN. ELEV. ■ FIN. CONC. SLAB ■I ') 3 1/2' GONG, REINFORCED W/ 6'xb'-W1.4 x WIA ON (o-MIL POLY ■ I ETHYLENE VAPOR BARRIER ON TEWITE TREATED co I WELL -COMPACTED I FILL �„ pl CCLEAN (o 1 I x(O1 I I 1 -N R LAV. I I P� 11 k I u 11 ' 0 1 u „ II pl D. 3/4' r II 3 1/2' CONC. SLAB I W/C CONDENSATE INE S m --_---I . +-4' I 4 I M. in BOLLARD 81.8,1 N r PAVERS Q 24'x24'xl2' CONC. FTG. W/ (3) 05 N REBARS EA. WAY ON CHAIRS MIN. 3' COVER (2-TYP) ( PAYER EDGE 8 — LINE DI I I L F TYP.DI I II j 14 Ij � �r 1' PVC - CHASE II FOR ELEC. 0 ISLAND II CD II II II EXTENDS TUB J]J SLAB 1 1/2' --- - r I kCf/ N L. � J i/2' 31_4"I 411 41_01,4 19'-411 41.811 40' - O I" F O U NET T I O lid PLAN - SCALE: 1/4 = I'-O' ELEvATION 'A' M -6' RECESS SLAB FOR PAYERS I� IV 0 0 v r v A R C H IT E C T S PAIIrv' PH: 407-774-6078 V FAX:407-774-4078 www.a bdesigngro up.co m AA #: 0003325 �III"'llll E 8 a O L STJBDIV. 8e LAZ OAKLAND LAKE (LOT #55) MODEL 1452 Moo—Ol PROJECT#: R5025.055/0000 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrTECT: STATE OF FLORIDA JAN 15 79 DA : 1/15/19 S L.E:1/4"=1'-0" SHEET t OF' 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 �IIII"IIII �om�v�OmomJ E 8 AN W E 0 L S'UBDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 xxxoo—o1 PROJECT*: R5025.055/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AN 15 1 /15 /19 SC-mftM: 1/4"=1'-O" 1 o ' 61 WALL LEGEND .............................. a, -all BLK BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL o 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS, REFER TO TABLE N/53 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® 24' O.C. OVER FOIL 24' O.G. MAXIMUM, UN.O LOTTS CONCRETE P.D. Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I IT-4' 828-6-MU/ML PRESTRESSED L-2 4'-8' 822-641)VO>L RECESSED L-3 5'-10" SAO-S-MU/lOX L-4 4'-6' 824-54I)VOJL L-5 4'-6' 824-5-MUKOL L-6 1.-6' 824-5-MUKUL L-1 4'-6' 824-541V(01 L-6 4'-6' 624-64I)VOJL L-S 4'-6' 824-6-(t)U/(0)L L-I0 4'-6' 624-5-(I KOJL 4 4WZT•4RE7lIlf LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 17'-4' SF28-I5/IT PRESTI;�ESSED L-2 4'-6' 5W2-08/IT RECESSED L-3 5'-10" 8F16-05AT L-4 4'-6' 8F24-015IT L-5 4'-6' SF24-MAT L-6 1'-6' 8F24-I5/IT L-1 4'-6' 8F24-05/IT L-5 4'4o' SF24-06/IT L-3 4'4o' SF24-05/IT L -10 4' -6' OF24-05/IT U 25-SH L-9 EGRESS 0 OWNER'S SUITE 8'-8' CLG. W.I.C. V4, CLG. I I L_ — — J 2-CAR GARAGE 8'-8' CLG. L-I 16'-0' X 1'-0' OHGD PATIO L-8 25 SH L-� 25-SH 5068 5w L-6 GREAT ROOM V-V CLG. DINING 8'-8' CLG. KITCHEN 0 II I I I BATHTH 8'-8' CLG. BEDROOM 3 N Lu VQYER ■ LINTEL PLAN SCALE: 1/4 = I'-V ELEVATION 'A' L.-2 ) ENTRY a' -a' CLG. L-3 BEDROOM 2 a'-8' CLG. (EG�SIRE6 S L-4 A R C H I T E C T S 6 Design Group ���. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdesl gngro u p.com AA #: 0003325 �'lllll"II Lommo�v�ovJ E 8 A,. W E 0 C z SUHDIV. 8e LOT- 0 AKLAND LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 15 2019 DA t 1/15/19 S '1/4"=1'-0" �.I I � - I�) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS R'-RFC45T U-LINTELS SAFE L040S (LSE/FT) 4-4- GR,4vITT' OVERALL LINTEL LENGTH &18 sK a BFIe 60 EF6 aB BF3m-mB BF 4 CB BF,a-ae E£3]-ate (TYPE OF LINTEL) RATB I :a vI 19 TEP6 B EP2EsIG' 6£al $'i416 PFlp.B EPEE E 2'-B' TO 3--V (R3ELA0U ]] I r - -D6 40 C5I Irs4T 1 5914 �9 ID 4"_ l .{ -- lv9 10al 3'-7' 704'-V (PRECASp 19 1,50- 1 1541 : a914 Im 9 _I IB09 4'-[' TO W-b'(PRECAST) RIF 4 e Iry G 1 = e lSmT _ 46'2 - la.s; - Ilene 4'-1' TO 5'-4' (PEOASTJ 121' ID EG- I'.m m9D-,_-_ ] c- =41 In ?1L 1m� 6'4' TO B'-10- (PRECAST) Do, _. ,146 IL L I L. fen I 16e' -a31 1 'I a. P 5'wr' TO V-6- (PRECASTI gate - _ _ l9 r aO 63 E_ 3 IT e= 6'-I'TO T-6-(PCAST) REZIlls,Il� 1-- - iY 6o t6 ..J 6 Etl 3:a. l'-l' TO 9'-4' (PRECP9V 554 - l5 45 e 3 114 2ro, 211 - _ 10.5I - 639p 0-9' TO 10' -6' (PRECABV Oro r4 Ol] ' ' ` JUST ^241a321 ""bl _ _II 3653. _ lr comb 10'-T' TO 1'-4'(Posso 9TJ 56] i-m1 1214 ",1 [eS ]13 3121 i,W" ,(m06. 852 It -Is' TO p'-0'(PRECAST) 33- - S40 <T l: I 5'- nb -- ia -_- 6G -d 3 �. B B - b 2 6' -- - 355a ze ]'-I' TO I8'.4' (RECAST) 296 c11 <24 l55 to, I(- , - L25 3"a�169 0u, 6 tl. 2p53 .£36 ID'-5'tO 14'-O.eD '(PRECA 11 �F2 lens I.Da 32. 1 9T IT -' ]£3C WE' To 14'-0' (PE94E59ED) NR2112 M NR NK uR 1 Ne he I4'-V TO 15'-4'(PRESTRESSED) Ni 112 �2 110 NR 125. 1 5: -[ I uR _ axrz0- uo .SL he ' ' IS-5'TOIT-4;(PRESTREBD N4 - - 6B NI-e IF, ' 8 e a^11 11 rv-5' r0 Is -4' <PREanE65D His, z5 R 1 Na - NR a3 + Ne 11 ,4 ' 19'-5"TO 21'-4'(PFEBTREBeED) NR am J42. Mc -- 11 Ne B<-ss IF, 1 Hsi _ 11 1411 nc 5- TO ]]'- RI' O-(PRESTRESSED) NR _Me 165 He 11 5 rre 59v Ne Ibt NR N" ^-S 1P -' NR -�3 ----- Lam 4v0 -' -- 655 l - 'S2 --- VA ' SdFF I ITAFIf (I RSFT) A"opF('AAT II-1 IIJTFI A ti 1--L._ oVFPALL LNTEL LENGTH - -0 Bvd ROM (TYPE OF LINTEL) CFB-I" F 2T Y - b -e{--1 v - - B T 4 .:.-2T 2' -is 'TO 3'-.'(PRECAST) _ _- 1509 655 .5i4 5.5a 1. Me 1=4. 169E 3'-T To 4'-0' (PRECAST) l6S 163 lame 1�6�9 - I n a .a lm Iv43 1 1 - 4'-I' TO 4'-6' (RECAST) T016 o9 6§' lb 1 F F - try �9� tb 2 _ s -LB I FW ;1 on 4 1 Bel 101E 4'-1' To 6'-4' (PRECAST) 411 121 5i4 74B arm 363 5'-5' TO 5'-Im' (AREG45V 5'-ll'TO6`-VeFRECAOV 6'-T TO T-6' (PRECAST) 1'-7 TO'i (ins" T) a- 6da- '"'4 494 m4 aL ..1 .41 3 I<61 1 4 - ill, 91 I . .11 B' 1 = vIs' 3:6 204 gm 512 230 9'-5' TO 1st'-6' (PRECAST 401 Item 10'-l' TO II' -A' (PRECAST) 402 64 IL-W TO 12 -As' (PRECASTI a m £ 4$5 a R0 6m S. y p1 Bat 3 1 ,� INS, os 4t A. 1 -44 :IT 402 131 C'-I" TO 1B-4" (PRECA6T) 324 lie 13'-5' TO 1W-m' (PRECAST) "@ - y 5 - Ir m m �9 1 IB.. ": :05 - ]93 IN' 14'-I'T04'-B' (PRE6TRE62ED 2 6 1- - 9 •- m3 B?< 1 1 hQ 284 91 Id'-9'T05'-4'(FRESTRE65ED 4v e5_�. 9JB -E - D - 5 hR 25Q si 52_{-366 6 15'-5- TO n'-4' (PREOTRE56EDJ 9: _O 3mb Sens 4m c05 II L IET3 hR 194 24 148 51 Il'A' TO 1V-4' (PRESTRE99EGI 62 _ _ 34B 4 4l 14- NF 2b 14] --- 263 <23 6d3 1 8L1 4Bm �11Ass ip✓g 1421 4e-...- NR 19'-5' T021'-4' (PREST.HaOEJi U0 4'I 116 40 TO 2V'V'.(PRESTE00EO> =l Ir 2'3 �= " "` NR 1E ]'[3 I 35B 5 6P0 d 3 90r 91 3m 22'-I' in, 24'-C' (PREBTRE60EOJ 4 £ - -- IF d - 2®t DIO 45e.. .06 8'llsifi T W/2'RECESS DOOR U-LINTELS SAFE LOADS (LB6/FT) 4 �aNr G^12,AVITT OVERALL LINI LENGTH BRFb D6 5h40 @'� I BE 5RF3 02 uFs, OoNYf 6 a9 vrFoO-0 54 2 r26 L. 913 @ 13 - (TTPE LF LINTEL)4i 9RFL 1@ 8�10 Ie £PLF 19 6 IB B 3'-6' TO 4'-4(PRECASD 163E106E3} IB' IN50 099 -- 206 66 P � ,- .Jb I 54'3-.r + 4'-S TO 4'-6' (isno V 149e {Illy __- -I 920 -,C9 _..-- �'11m -1296 - lib 6639 .all noti C _ ?4 F _..__ 10593 _ s%6 -l' i _ 4'-1' 4 O � -B' (PRECAST) 0 66 _ 'llb- T - a4 145E 5 6309 -__ _40'. 5@6m. T911 33". 16h) 00 T 24 5'-0°TO 5'-10'(PRECAST) .1. 3 90 2342 C25 - a241 r'o39 -Q)6m l4ma 8106- 2@ - E46 41 3 4B LE0 5'-s'TO 6'-O'HIPECA6D 9 1 - 901 425 _910 - 5948_ 15 - 9d 13 - 10B93 l5,� 490 TO l'-6' (RECAST) 669 ' l55 4y' 9 J .6 O3 43 995 4091 A. 346 4 2 999 l'-I- TO 9'-B' (PRECAST) 411 r 526 56B 225E Rat 4150 -I 589 999 A"PRFCA4T III/7'RFCF5.4 Dh!)R II-1 INTFI 5 RAPE 1 DADS (I AS/FT) 1.1PLFT OVERALL LINTEL LENGTH er�b Pry a ,r r- be a 1 srr .-r 5RF nEsm 1 (TYPE � LINTEL) .?.i ygl0 . 4RFI4-21. 6W b T OFn sRb6 eR 6 aT tc 3P TT 8R=v RcnJ Sens 668 2362 I, I 6 L ti4m 3'-6'TO 4'-4-(PRECAST) '1. a61 1604 11t1 bl a Ls IplT 3 an 5 i5d 40 I5l 1164 4.4E W-5' TO 4'-6' (PREC40}) 6t5 @69 n91 ,93E _ 3601 [ 1 -�4 J _ 694 Tt,t: 693 m13 - 4-1' To 51:0• (PECAeT) -. 4ma 10, 6" .6 ;ass 52 a2595 3286 3911- bur umT n46 W-V To 5'-Im°(PE T) --- ,e53 213% 3'e6 --- 3e2 HBI 616 DIV we 1530 0 2 5 ," - 3 5 5'-II' TO 6'-a- (PRECAST) 3@� 606 l4i VIo29 I 65 -- 4^9 66 F 515 6 --- 3329 960 S95 1N 464 l-6' (PRECAST) r7p - b 2'a6 2 bl rsoe 5m9 614 363 4&5 a54 154@ 9 AeO e'-6' (PECAsn 56m I%la 1346 - m 2m6 1 - r391 nm asm aw ASTm 4 RETI LINTEL SCHEDULE MATERIALS I. f'c 8' precast lintel as 4000 psi 2. "tz restreeaed lintel - 6000 psi 3. Grout per ASTM C476 fie = 300 psi w/ maximum 315 Inch aggregate a 5 to II inch slump 4. Concrete Masonry Units (CITLA per A5TM CED w/minimum net area compressive strength - ISOO psi 5. Reber per ASTM Als grade 60 6. Prestressing strand per A5TM A416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL N0TE5 I. Provide full mortar bed and head joint$. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or Structural documents. 4. U-Lintels are manufactured with 1/2' long 1� notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CA5T-CRETE Load DeFlectlon Graph brochure for [Intel deflection Information. S. Bottom Field added rebar to be located a the bottom of the lintel cavil . 7. 1/32' diameter All stirrupare welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in Composite lintel in lieu of concrete masonry units. 5. Safe load retire based on rational design analysis per ACI 318 and ACI 530 10. The exterior surface Of Trusts installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with A5TM C-298 or other approved coating. 1 11. Lintels loaded slmultansia ly with vertical 1 (gravity or uplift) and horizontal (lateral) loads should be creaked for the combined loading with the following equation: Aoofed vatI load APP I'ed horizontal load + S Safe vertical load Safe RID horizontal load '. 12. Additional lateral load capacity can bel obtained by the designer by providing additional reinforced concrete maaonry above the Ilntel. See detail at right: 'm=I500psi I SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2- GLR TYP 2) 5 REBAR i .L4:,.. R GR40 or GRGI 5AFE LOAD TABLE NOTES i. All values based on min Mum 4 Inch 1. For composite lintel heights not Shown, use oars nominal bearing. Exception: Safe loads for unfilled load From next lower height shown. lintels Must be reduced by 20% If bearing length To 8. For lintels lengths not shown, use safe load from lass than 6 1/2 Inchel next longest length shown 2. N.R = Not Rated B. All safe loads in units of pound$ per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or erade 60 field span. mbar. 11. The number in the the parenthesis Indicate$ the 5. One e1 rebar may be substituted for two 'S rebare percent reduction for grade 40 field added in 5' lintels only rebar. Example T-6' lintel type 87-32-15 safe 6. The designer may evaluate Concentrated loads gravity load = 6412... w/ I5% reductl= 6412 from the safe load tables by calculating the (.B5) = 5501 plf maximum resisting moment and shear at d-away from fats of support. TYPE DE51GNA7ION F FILLED WITH GROUT / U = UNFILLED UANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY QUANTITY OF 05 REBAR AT TOP LOMINAL HEIGHT NOMINAL WIDTH 1 J = 73 U W a Q a � C "D L 4v �Z ZD 7-5/8'ACTUAL B" NOMINAL WIDTH -S REBAR AT TO MIN. (1)REQ'D P 1-1/2' CLEAR 5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) TABLE No, 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS SAFE LATERAL LOADS LINTEL LINTEL OPUN Goal L yw TyR 8'28' PLAIN SI SOLID 2'-10' Pnoxot RE5 3*4 Precast I" 131E Recent 894 1614 4'-6' Reset b% U66 4-V Reset 5e6 1163 F-4' Recent 666 135E 5'-10' Retest 543 let o-4' Rsest 654 I%4 b'-b' F-Pol 612 12M 6'-8' Firmest 510 1217 1'-1' Prowl 44b =..B 1'-8' Recast 425 SEA e'-0' Reuel 381 0I e'-4- Proi 354 145 s-4' Rs -vet 1T 583 1st'-6' Rosser 192 453 II'-4' Recast BB 620 12'-0' Proctor %4 549 12'-6' Iasi HE 504 13'-4' Precast 116 404 11'-0' Precast 90 39l 14-e' Reetreemd NA NI 15'-4' Prol... d NA see 11'-4' ProoresmPf NA SB Is -4. RoWssiod NA 116 2&-0' ReONnsad NA Be 21'-4' Prestressed NA BI 21'.4' Rente sss NA DO 24.0' Rwtreeeed NA 93 NR • Not Ro. arded LOTTS CONCRETE P.O, BOX 771255 WINTER GARDEN, FL 34777 Pw III r-I P11P NOMINAL WIDTH/HEIGHT OF LINTEL _F- PLAIN OR SOLID LINTEL 18/16 P #U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY F Total Loss, 11.11 4'-0' 4' 2' 4'-4- 4-B, 5'-8' E'-1. 11". 11.11 S--w GENERAL NOTES: I. GOEiES IT FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 REI L2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS )Sall A 2101. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 14. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (A5CE 7-10). OPNICRETE: 42.1, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2 it. PRE -CAST W/STANDARD REINFORCEMENT-4000 "I 2.1.2. PRE -CAST W/PRESTRESS REINFCRCEMENT-6000 PSI 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX'. 3/8' AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 22.I. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&S (GRADE 60) 2.2.2, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE -STRESSED STRANDS A57M A4I6 1-WIRE, STRESS RELIEVED 210 K51 2 A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. Type ReeEbt 111 IFNI Precam Rewet Receet Recast Reuel Recall Prates{ BARE L O' DOOR HEADER PLAIN 1112 95m %I To 659 6se Sao 411 3511, 2% HEADER GOLD 2011 1671 I B% 165 ITT %4 181 664 535 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x B" LINTELS LINTEL LENGTH CLEAR $PAN LINTEL TYPE LINTEL STEEL DJFILLED GRAVITY CAPACITY (AL Ciii GRAVITY CAPACITY (InL (InB UPLIFT CAPACITY IAL (Inl UPLIFT CAPACITY On. Gnu WTY�' BAR TOP BAR GRAVITY CAPACITY 1'-1st' 1'-1. PRECAST (2) 12 (2)7 4245 TOT, 102E M29 aced, 3'-6' 11�1' PRECAST (2) 1 Min MIS al M37 485 4 115 4'-V 2'-V PRECAST GI)1 (2) in 1183 2111 2771 3386 33% 4'-6' 3'.1' PRECAST (D7 (2) in 1343 2165 2165 160E 7608 4',1' 111- PRECAST U)1 (2) In 1232 al 2011 2411 7421 6'-4' 4'-1' PRECAST G15 (2)In two 1651 1651 1810 Go 5.10 4'-b' MC467 (05 (2) 111 See 1423 1423 HIS 16m9 6-4' 5'-S' PRECAST (0'4 -(2) In 140 118E @8D lu% 1405 b 6 5-V PRECAST G)N (04 110 1132 1232 HIS 1348 6 B 5.1. P SCA 7 CPA (2)In Sat IN IN ISBI 195 T 6- 6-1' FRECAOT G)-4 Cis ale 991 99 BI6 1082 III 6.4' PRECAST e2)14 (D7 Be e59 we IN 1041 B 0 6'-S' PRECAST GP4 0)7 518 901 son in 984 B 4' t-0' RECAST (2)'4 /17 A68 Be at 648 921 9 4' 1'-1. PRECAST C)•4 (2)7 4% 126 726 4" lost 1st-6' 9'-T PRECA9i (21.4 1)7 3N 618 618 3E0 613 11'-4' 10'-0' PREOASS (215 (2)A 515 EST %l an 601 12 0 1It PRECAST MIS (2) A 22 525 So 211 561 I2 6 II-V PRECAST MIS GOO 211 499 496 251 511 13 4' Il 0' PRECAST (0 5 (Il5 155 458 458 214 442 14 0' D 0 PRECAST MIS (2) 5 239 430 430 190 3°5 14',V B 4 PRE911E%RED (2)N CM µR 418 418 230 446 15 4' I 0 PRESTRESSED C)4 CM NA 319 are 20 Al n-4- oEv PRESTRESSED n)4 (2)7 NR 189 285 %3 317 5 4' IB-0' PRESTRESSED a)5 (2)5 NR 114 224 131 154 1st-0- Ie -B' PRESTRESSED 0;A foss NR 201 201 127 231 21.4 a0 0' PRE6TRE56 (2)IS (05 NR Ill 111 So 2M 11.0' 20'-S' PRE6TRE56ED CIA (2)5 NR 164 164 100 its 24-m' 11'-8' PESTRESSED Me MIS NR 132 132 84 %3 NR- NOT ELC4r PED TABLE No 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAY LINTEL TYPE LINTEL STEEL GRAI CAPACITY (0AL (IPA'4 GRAVTY CAPACITY On. (IFW IIPLPT CAPACITY ([AL 6AU UPLIFT CAPACITY (IAL GnU Sol5AR TOP BAR -6 C T 2 (1 0000 100oID 0080 I 3'-6' 1'-2' RECAST (2) 111 1)7 Seal m®n,m mmmm laden, 4-0' 1'-0' FRECAST (2)7 (ll7 4161 WW 513S 10000 4'-6' 312' PRECAST (2)7 (2)7 3211 SRI 65W 1020m 4'-B' 3'-1. PRECAST (2)in (2) `2 29d4 8414 601 )Oman 5'-4' 4'-0' RECAST (D5 482E 6431 4421 1041 Swiss 4'-6' PRECAST (D5 (2)7 BS23 5'015 EGGS 5430 6'-4' 6'-1. PRECAST fo'4 (2)7 4115 411E ABC 4411 6'-6' 5'-1' PRECAST G)r4 (2)7 3934 3936 $Ben 4151 6'-8' S'-4' PRECAST G)'d (2)7 9115 3119 2653 Ale b6' 6'-1' PRECAST (0'4 (217 1911 29C 20V EGGS T'-B' 6'-4' RECAST MIA l07 2196 1196 E32 Beal e'-0 6-B' PRECAST G)-4 G)7 25611 1581 0.'4 2701 T-0' CAST (1)4 (2)7 2356 23% 160m ads 9'-4' 1-1. CAST 1)•4 (2)7 lobs less D% Bass 1st'-6 9t1' CAST G)'4 fo7 1si SIT 541 lose II'-4' 1st'-0' PRECAST (7)'S (2) Is 1469 145E i% 1504 D'-0' 10'-9' PRECAST l215 MIS 139E B35 691 late 11'-2' FRECAST (2)5 D51 057 b34 129E 13'-A' 11'-0' PRECAST (05 (05 1144 1144 54b 1119 14'-0' 11'-0' PRECAST (D 5 G) 5 1101 mb6 4% 10D 14'-8' 19'-d' PRES 68ED (1J b (o R I9 vie 01 SEP IS'-4' 14-m' PRESTRESSED loV (07 D91 lust 411 $23 ❑'-4' ib-0' STRESS (04 N7 ea eU 325 641 19-O IB-0' TRiSOED (1)5 (05 l85 TEE 160 5D 1st'-0 IB B' 87EFt} (05 (215 Tr9 9 143 419 21-4' 20-0' bi BBED foss 0)5 33 63 13 QO 1st-0' RE9 SSE (115 (2) 5 591 1m0 394 24'-0' 22'-B' FRESTRE96ED. G)5 1115 48l 49l 16l 3A TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINEL TYPE LINTEL STEEL GRAVITY CAPACITY (GAL (IAW GRAVTT -,PLAY (InL (Inu UPLIFT CAPACITY (InL (InU UPLIFT CAPACITY (IAL 1)517 BOSi0r1 BAR TOP BAR 6 (07 0 PRECAST (D7 II7 6646 10mm0 �m00 10010 4.0 1-B' PRECAST (2)`2 !)7 550E 10I mmmm m009 4-6' 3 2 RECAST (2)7 fo7 4142 loads 8541 100da 4-8 3.e PRECAST 11)7 fo7 a19B 10000 18% 100om 6-d 40' PrECpSi (2)5 (07 6139 1009p St% 100ID0 5-m 4 6' PRECAST O5 (2)In 5016 mime 4661 W44 1-4 5 0' PRECAST (1)-4 (1) 0151 6752 3%1 1142 11.1.5-1. PRECAST GP4 (07 6250 6250 3666 651 11.115'-A' PRECAST (1)4 (oR 5BM SBI6 3d41 6114 16' V-2' Fill (all 49D 4BI1 26% A500 1.-,. V-4- PRECAST C? -4 4039 40GS 1506 4W B-0 6'-1. PRECAST (0'4 3130 3DO 1218 3889 8'-4' l'-0' PRECAST GI-4 U20 ERIC 2018 3561 9-1. 8'-0' PRECAST (D'4213d 1134 1610 109E 10'-6' 11-it- PRECAST (0'4 2211 nil 113E 2209 11'-4' 10'-0' PRECA9r G)IS EN 13ri4 1031 20st9 11'-0' 1st'-1. PRECAST (05 %41W11' Ills Ills 9m 1528 11 6' II'-2' PRECAST G! 5 1661 1661 820 101 13 4 I1.0' RECAST (D5 1501 1501 T13 1414 14 0 11.8 PRECAST (2)5 139E late 6% 513 14-5' 13.4 PRESTRESSED MIA 189E 109E EST 1131 15 4' 14.0 PRESTRESSED 1)4 IR4 1124 536 1058 Il 4 16 0' PRESTRESSED (2)4 13309 4 18-0 PRaPlaoteD M5m53 J., Im53 334 659 10.0' IB B PRESTRESSED (2)5 (215 515 919 312 615 21-4 2n m' FREBTRE89ED (05 E51 SSS 213 4m 11.0 2.-0' FRi5TRE09ED (05 O5 Tel 151 257 601 24-0' a -a' PRESTRESSED G)5 .see 659 215 425 LVILE N o. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LAPEL LENGTH CLEAR SPAN LAPEL TYPE LINTEL STEEL GRAVITY CAPACITY (mnL (InB GRAVITY CAPACITY (IAL tAl UP1-IP crWALltt (IAL (Ins UPLIFT CAPACITY (IAL (2AU BOTTOM BAR TCP BAR T 1217 100m0 -Doom demo 11.1111' PRECAST G)7 (07 W61 lww 100¢m enema 4 S 1 B PRECAST (2)7 G 1 6135 m0n,9 Im00o 1�00 4'-6' 3 2' RECAST (2)7 (07 5014 m0mn, Im00m ImS00. 41 3.4' CAST (2)7 a 46 3 loom 5GS WOO 5msf 4-0 FR:CA5i (2)5 G 16% ImmOm 7051 mmm0 5'-10 46 PRECAST (2)5 ( 61E1 1Gl 5136 memm 6.44 6-V CAST G)4 p 9101 1000m 4154 94b0 6.6' S-2' RECAST (2)•4 () al SCOO 443 591E 11.1.6 4- PRECAST C04 ( 8114 Nor 4131 me 7-6' b-]' PRECAST fo4 (9 693E 6416 3242 6411 1-e. 6'-1. CASs G)4 (2)In 593E 6024 3085 6163 6'-8' GABi (04 9361 5961 280E 959E 1'-0' LAST (0.4 Met 4831 A03T 2551 50% 9'-4' 8'-0' PRCAST (1.4 2 3126 3126 Join 3058 m'-6' e'-1' PRECAST lBP4 f2)7 3931 1931 151@ 3015 11'-4' m'-1. PRECAST (D 5 2 553 255E 1275 1604 Ofe'-0' DO m'-8' PRECAST (2)5 ( 23M noo 1123 119i @-6 IRA' PRECAST (2)A (L5 291 2141 102 111 Ib 4` IT-V PRECAST Me, (2) 1916 RED, OBI 1521 14 S' IT4 FRE CAST l 2)5 f1)5 n0 ITS e l 1 1635 14 a 13 TRESSED G)'4 f 134E 21M 653 luB3 15.4 01 14 0 PRESTRESSED Gl'4 ( 236 11% Be 1119 Il A 16 0 FRi8TRE8SED l0'4 (2 1"0 1650 164 Ste I9 d' IB-0 FR£S1REb6ED (2)5 ( 5m 13m 311 135 10.0 Isis FRESTRi85ED CIA 122 DI9 341 % 21-P 20 0'. PR26TREW e)A P 1062 1061 304 b 11.0 20.8' PPff81RE06ED f215 SIN 994 tE5 5 5 14.0 22-e' PR:SNESBED foss B24 024 239 4l3 TABLE NL. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL SRAVTY CAPACITY (el GRAVITY CAPACITY (IAL(IAU UPLIFT CAPACITY (InL(InU UPLIFT CAPACTY (IAL GnJ 901TLM BAR TOP DAR 2- - PRECAST (2) Mn Sm09 m8m0 9 -b 1 1' OAST (2) 7 O 7 I0� IE000 10®mm I-0 18 CAST G)7 (117 Ill 10m00 m900 4-6' 3-2' CAST (2)7 (2)1 Sol 10m00 m000 m00o I.".3-4 PREG46T (2)7 G17 Seat mn,mD m000 m9m9 5-4 4-0 CAST (215 !07 Sall IdS00 8365 mOOD.. 5.0 4-6 PRECAST (2)A (2)7 1361 10�m 60 100m0 6.4- S-ID' RECAST (2)"A (2) `2 16mom 10o0m 5641 m0om 6.1 5-1 PRECAST (2)Al (2) `2 Im000 10000 5318 mmm0 6 B' S-4' CAST (i)'4 (07 9636 m00D 5021 memo 16 6.2' CAST (2)4 (2)) `2 140E El al low 11-1. 6.4 PRECAST (04 (217 1054 368 Sol 1326 9-1.6-8 PRECAST 111-4 (2) `2 6419 1891 3318 & 1 B-4 1-0' PRECAST (2)•4 (2)IS S564 6333 Goal I 8.0' PRECAST (2)'4 2) 111 4561 Bass ]%5 ON5 PRECAST M-4 (2)7 3525 3044 IE01 3663 II.4' 10.0' RECAST C) "S 0) A 32W 3250 521 309E 17.0 m-6. RECAST (2)5 293E 293E Gas 213E 1 6' It 2 PRECAST (2)5 (05 2110 2118 an 2499 19.4 12-0 FRCANT l05 (2)5 2416 146 mot 268 14-O' 11'-6' PRECAST D)5 (2)5 CIS 2216 Bar 54l I4-9' 13'-4' PRESTRESSED (0'4 (2)7 2011 2011 6 1431 15 d 14.0' FIRE$ WED (0-4 (2)7 26% 266 663 BD IT Y I6'-V PESTREMBED l0'4 (2)7 2023 202E 5% 02 19 4' IC PRESTRESSED (05 G)5 1601 Ibpi 43 BIB 20 m FE51RE53Ep foss (1)5 1496 I4% Ste l63 214 Do -0' PR:5TR:55ED (05 (2)5 305 130 B fibs 21 0 10-e' PREGIRENED (05 ) INS 122 3n 629 24.0 22-e' PRESiTEb9Ep (05 (2)5 mI 1Pi, 266 521 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X S' LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL PLAIN GR4vltt LAPM^ITr GRAVITY CAPACITY (mnL (Ina GRAVITY CAPACITY (IAL (V511 UPLIFT CAPACITT (IAL (IFiD UPLIFT CAPACITY (IAL (lull BOTTOM BAR TOP BAR (2)7 i3 3.l 3 3-6' 1-2 PRECAST (07 (2) `2 151E IB65 4 0' ] 8' PRECAST O7 (2)7 1131 )425 a W6 IB63 Ris last 106E 411 SIT PRECAST ) Big RBI lie Win itea 411 111 PRECAST (2) •2 5S6 mbl 001 B96 1396 5-4' 4.e' PRECAST (2) `2 659 wo E39 III T1I 5-m' 4.6' PRECAST 5 G)7 511 S09 Beat S% 566 GI 5'-6 PRECAST 0) 01 494 141 let 115 M 6i 5-, PRECAST 416 in 115 130 sto bd 5 ' J T (1)7 65B 653 693 608 16 6-' ( (2)7 So$ 566 5% 661 "1 l B b'-4' PRECAST S301 IG 3l3 %0 459 PRECAST ( It n 334 5% Gas 5% 411 S6-41 e B 4 0' PRECAST 1 4 C)7 411 516 9 4 5 PRECAST ! fo7 (2) `7 I% 2% 436SOF 435 AMSol 3% 494 494 m 6 51.2- 9'-2' PRECAST % !] 4 (2)7 245 31I 312 9l2 139 423 II / 10.0 PRECAST (2) (05 2% 3 MIS let 3% 11.0' m-B PRECAST 1 foss 102 282 1B2 113 215 D-6 II-2' CAST O5 I°0 143 143 51 2% 13.4' 1-0 RECAST (2)5 1w 192 IN Ise I1 14--el D-B PRECAST GIs ( 126 1Be isi mat 15, TABLE NL. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILL) 8" X 6" RECESS DOOR HEADER LNTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL )).PILLED GRAVTY CAPACITY GRAVITY CAPACITY (II sills GRAVITY CAPACITY 0AL III UPLPi LAPAOTT (IAL f A U UPLIFT CAPACITY (AL (2AU SCI'TCM BAR TOP BAR 2.4 PEG T 2)7 (2) 1360 9 N34 PRECAST (2)7 f21In 1131 1425 I42D last W 4'-V 2'-In,' RECAST (07 !07 led 1310 See nB n8 4'-4' aHe' PRECAST (07 fo7 %3 D30 D30 6% 5% 44' S-4' PRECAST (2)It (an Bd6 m91 Be See W-El 4'-4' CAST ME, 0)n 5% NS 046 =3 mil -B' l PRECAST GY4 I 4SB Sea 693 Sao 790 111 6'-4' PRECAST (D4 ( 315 565 565 4" 641 B'•B' T-4' PRECAST G)A4 !2 316 d80 480 315 9'-1' B'A RECAST (2J V 113 4S 415 15I 411 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS 3. M460KRY: 3.L DE51GN AND CONSTRUCTION BHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FM 1500 Pi 33, MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.'1, SAFE LOAD VALUES ARE BA5ED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING COON RESIDENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 13 ,-{t) ps coNnNuous �EII6" KNOCKOUT BLOCK PSIGROUT }' PLACED FIELD) TOP BARS: +•:�' SEE SCHEDULE { 6 I • (1) #5 CONTINUOUS r..J ' 7/32" STIRRUPS AT 4'-0" cc Iq I1 (TIED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-5-(i) #5/(1) #5 PRECAST (1) #5 CONTINUOUS 13r / �B"X16" KNOCKOUT BLOCK j000 PSI GROUT (PLACED IN FIELD) r •• fi TOP BARS .�•� SEE SCHEDULE I 1' (1) #5 CONTINUOUS ' 7/32" STIRRUPS AT 4'-0" cc �� .: ( ED OR WELDED) (2) STRANDS 7/16- -- 7 'TYRE STRESS RELIEVED 270kei PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED o 31?' 8/16-S-(1) #5/0) #s SABLE No 6 REINFORCING SEHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 32" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (DAL (TAU GFAv1TY CAPACITY (AL IIAC UPLIP CAPACITY (IAL (InU UPLfi CAF4OFY I (AL GAL) EOTTCFI BAR (07 (07 TOP BAR 0.. 6 T (2 mama 10000 10000_- Im00m ales ]-2 PRECAST ( 00'00 1o0D0 10m00 10000 4 ® 1 B' CAST G)7 (2)7 92G la oOao )CORE, 4 b' 3.2 RECAST (07 (07 694m 10000 1 lmmmm d •8' 3 4- PRECAST (D 7 (D 7 b%4 Iowa teamm IG"O 5 4' 4.In PRECAST (Ass Cost Im00D 10m00 Sale 10mm0 5 1st 4-6' PRECAST OD-3 1 7 SEAS 10000 1616 mmdm 6 4 -5-0' FR:CABT DUN (07 ®mID0 10�0 6539 10000 6 6 6 -2' F C47 (2) 4 - (2) 7 I 0 iomo 655 10=0 6-B 5 4' PRECAST (2)Is (2)7 m 10000 58N Iowa 1 b 6-Y PRECAST (1)4 (2) B501 10mmm 4465 8916 list 6 -4' FRET (2) st _ (0 7 Bn2 =0m 41A0 8491 B 0 6 -8' PRiI (2) 4 IV 1 T436 10000 3E53 TIT 0' PRECAST (214 (07 61at4 imo 3516 1060 5.4' 8-0' RECAST Q)4 (2)7 519E Seat 2'Dl. tool 1st b 9-1 PRECAST G74 - (217 4056 504E 209/ 4248 II.4 1st 0' PRECAST (15 1) 5 4]21 4221 n63 359E 12 0 m-8' .PRECAST (215 (05 are 3TI9 1549 3nm 116 B-2' PRECAST IDA )•3 a4D MC 1411 2899 13.4 11-0' PRECAST (215 (05 19% 19% DIB 251E 14 0 11'-e' PRECAST (05 (D5 2191 2731 m 2260 la-8' S'-4' PESTRESSED (114 (07 3231 3231 l49 IdB4 PEBRESBE0 INS (07 294E 1%5 bB3 lass (07 22M 22M 532 INS 19 4 5'-0' PRE$ 69ED (05 G)5 5B IBI3 426 844 20 0' IB'-B' PRESTRESSED (0 5 (0 5 1680 168E 9t its PI 4 ]0'-0' PRESTRESSED at Is G15 i3 473 0 69 210 10'-0- PESTREas (05 (115 1 64B Y4 0' ]E-s' PR'BTRE58ED (L5 !2)5 1141 041 114 544 IABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL 'TM GEAR R''� LINTEL TYPE LNTEL STEEL EORCM BAR iLP BAR )7 )7 GRAVITY CAPACITY (0AL (IAL GRAVITY CAPACITY (In -CAL) UPLIFT LAPAd1TT (AL (TAU UPLIFT CAPACITY (InL CAU 6' PREL B112M 000FRECASi (0c 5014 90® 10om e 10 RECAST fo7(2)7 %61 10000f2 2515 612 021E4 0' 3-4' PRECAST fo7 n C)7 1519 5150 615 1216G)9 2)7 (074111 310 Hoo5-10' 4-1.PRECAST (2)A (07 3 306E 3%56-4' S-0' RECAST G)4 (2)It Beel 539 MIS6 6' S.2' PRECAST (2)4 leas 239E 3040 PR:LA5T (04 (1)R TI% 2269 1895 PRECAST /)4(07 219E Tat 6-4' RECAST (]14 1168 164E B' b-B'Asir (04 ESTI94 6 4 1-0' PRECAST (214 525 136E 195 9 4' 0'.11 PRECAST C 4 (2) IS SIT 1511 al 1591 m 6' 9'-1. RECAST 1) 4 (2) 7 no 1205 S01 4 II 4 1st W PRECAST G)5 lot 0% 6l0 IIBI 12-0- 0'4' RECAST (2) 5 111. 1 ' 1 lef? EGA later 116' II-1' REL T (oss )' SING 98B 541 Ili 13 4 11'-V LABi 902 465 935 14 0 11'-8' RECAST foss (1J5 841 841 414 a58 TABLE No. 1st REINFORCING SCHEDULE & LOAD CAPACITIES SAFE RKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LAPEL STEL GRAVITY CAPACITY NAL(IAC GRAVITY CAPACITY eMi-elAU UPLIFT CAPACITY elnLfIAU UPLIFT CAPAC'rY (IAL GnI BOTTOhI BAR TOP BAR 3.8 2-4 LAST 2 4510 a0n,o 9198 0099 4'-0' 2'-B' RECAST (2)In 12)7 %51 SON 1440 100do 114. 111 RECAST (2) `2 (1)7 330b W56 614E 16mem 4' -4' 3'-0' PRECAST (7)7 (ll7 G17 (0 3m00 8053 6139 5566 4-1 3J' T G)7 2519 6231 Slam t1% 5.8 4.4' RECAST Nat sell 36110 3211 li 6-B 5 4' PRECAST (L4 (2) 2738 213E 226E 28Ya LB 6.4' PECAST G)4 (2)7 2108 2100 164E 3119 B B' t-4 i#CABT G)4 (L7 1809 1110 1241 n% 9-8' B-4' PRECAST (L'4 12) 111 So 1436 9l4 506 -1N .. 1 11iK0 4! { =1 sill u �i r (n N 18" R7iLl��fi��[8 .F m N .• r •- Y •' 011- 4 ,• •44 ••4y•r a m }} 3 le/b' i•.•'j6 A R C H IT E C T S 1441 IN. KVINALU T/CAUA1N RSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Lmoovm0mov� SUHDIV. 8e LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXXOO-Ol PROJECT#: R5025.055/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 913/Ib' I DAT 1/15/19 SC :1/4"=11-0" 3. 1 OF SQ.FT. CALC.'S 18T FLR. LIVING 1,452 SQ. FT. TOTAL LIVING GARAGE ENTRY 1,452 393 IS SQ. FT. SQ. FT. SQ. FT. TOTAL PATIO 1,664 IS SQ. FT. SQ. FT. CU51C VOLUME LIVING 12,632 50, FT. EXTERIOR MASONRY WALL 5%. HEIGHTS 8'-8' BIaG• LOAD BRCS. WALL NON-BR's. WALL COMPONENT AND CLADDNO WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL • SWAFIIE WK/DR WN✓DFL am ZONE 160 MPH WIND DESIGNATION WIDTH FE0MT 1 112 16 -0' 1132' 84' 5 26.09/ -44.03 OHGD 2 20 3068 DR 36' SO' 4 30b4/ -30,64 3 11 25-SH 38, (03, 4 3231/ -42.62 EGRESS 4 11 40'S 36, (03, 4 3231/ -42.62 5 42 5068 SGD 14' 80' 5 28.14/ -51.0'3 (6 11 25-SH 38, (03, 4 3231/ -42.62 1 11 25-SH 38, (03, 4 3231/ -42b2 8 11 25-51-1 35, (03, 5 30.64/ -51,16 EGRESS 9 Il 25-51-1 36, (03, 5 30.64/ -51.16 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=I6O / VASD=124 MPH B• INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGsORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING: PRESSURE ARE BASED ON THE VDIt 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. In u*1ED • 16' O.C. SECTION -L 14'-10" 11 25'-2" f�7��� 14'-2" 6'-0" BM 25-SW RE I a) I rN N O am OWNER'S SUITE 14'-0'xl3'-4' 8'-8' CLG. SHOWER HEAD ® V-8' AFF- vv—, 1� 5' -2" 2 0. BATH 8'-8' mrs. 25-SH I� I I © ■ owl I CI R/T GREAT ROOM I DINING 14'-O'xl9'-4' I W_8, CLG, I 10'-O'x,3'-O' 8'-8' CLG. I r'1 Eo '4 KITCHEN &,-a, CLG. 4'-4° 3'-6" d' 8" 5'-10" i pi ro PAD OUT WALL X o 612' AFF. C R/T N I W.I.C. I 8'-8' CLG. I — ——IR-ISH J W/H OLLARD � ACCESS J ro 2—CAR GARAGE I8'-0'x20'-0' B LECTRICAL PANEL PAP -OUT HB TRUCK BLOCK r GARAGE WALL OI6'-0' X 1'-0' OHGD s�N ----- N i OPT. s iJ �p iR m REF. i ------ ' A/c 2x8 I � I --_� e -SHOWER HEAD n l i I e V-8' AFF. TUB N 2.8 - BEDROOM 3 EWA3'-10" 1'-4" FOYER R/T 3-0 BF. \\ � �Iv iRA.Cs. ") v IR-1SH .T. N 2 IN TRY p' --- 2'-10" 13'-2" ' I . m BEDROOM 2 ■■ 12 0 xI0 O Tjo — I 0 r 8'-8' CLG. ' 25-SH EGRESS O FQ 8" (' -0" -8" 2' 4° 2' 4" 19'-4" 4'-8" 16'-0" , FLuuR PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' O BM A R C H I T E C T S Design Grou ITInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 8f cd C0C G SVBDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 moo—o1 PROJECT#: R5025.055/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAR 15 2019 DAT �� 1/15/19 sC :"1/4"=1'-0" S EET 4 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 r �'lllll"I� ��omoom�vom� E 8 C6 0 E O C SVBDIV. & LOT: 0 AKLAND LAKE (LOT #55) MODEL: 1452 moo—ol PROJECT#: R5025.055/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAR 15 2019 DATEI 1/15/19 SC�: 1/4"=1'-O" 1 CONNECTOR SCHEDULE CONTROL EA-E 0--0!-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 PTA 16-16 WOO (V Od x I IR' I -PLY, (b) I6d 2-PLY, (U5P: (10) 106 X I Id" - NO I6d OPTION) (2) META-16 1965 (2) HTA 16.18 2800 (10) 1Od x I I/2' [-FLY, (U5P: (10) od x 11/2') 1900 (14) 16d 2-PLY (USP: NO I6d OPTION) HETA-16 ISIO LTA 16 1615 (9) 10d x I Ia. I -PLY, (w 166 2-PLY U5P: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 PTA 20 1615 (9) 10d x I IR' I -PLY, (8) I6d 2-PLY U5P: (I0) 106 x 1 /2% NO I66 OPTION } Q. (2) HETA-20 2035 (2) HTA-20 3170 (10) IOd x I la' 1-PLY U6P: (10) 106 x 1 1/2' 2500 02) 16d 2-PLY (U5P: NO I6d OPTION) z LGT-2 2150 LUGT-2 S 5 (1) - 1/4° x 2 1/4' TITEN, 2 PLY (USE: ELK (5) 1/4' LAB, WOOD (I6) 106 Cn DETAL-20 24W NO USE CONVERSION FOR SIMPSON PETAL-20 (18) -IOC x 1 IR, I PLY Q MGT 3965 MUGT 4000 lV 5/6' ATR IN HIGH STRENGTH EPDXY (MIN, IT EMBED), (22) 1I TO WOOD (USE; (28) IOd TO WOOD) HGT-2 10980 HUG7-2 9365 (2) 3/4' A.TJ IN HIGH STRENGTH EPDXY (MIN. IV EMBED), 06) Od TO WOOD (USP: WODD (8) 10d1 HGT-3 + 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. ITEMBED),(16) 106 TO WOOD (U5P: WOOD (5) IOd) LGT3-SPMS 3285 LUST-3 5330 (12) 8D5 1/4'x2 IN2' TO GIRDER, (4) 3/e' x 5' TITEN HD TO WALL (U5P: CONS. (4) 3/5' X 5' WEDGE BOLT, WOOD (12) WS25) LTA? 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LETA 155E (10) IOP[ x-1/2' (USE: (10) 10d x I IR' VGT 4940 NO USE CONVERSION FOR 5IMPSON vGT (U 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16 )-SDS 1/4-X3' TO WOOD (2) VGT 7165 NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 1/4'x3' / 2 PLY MT5-12 1000 MTW 12 1595 C4) IOe x I I/2' (U6P (14) [Od x 1 1/2', (14) DE) HTS-16 1150 HTW 16 1660. (16) 10d x I I/Y (U5P (I6) ICd x 1 1/24, (16) 1Od) HTS-20 1450 HIM 20 2045 724) IOd x 1 1/2' (USP° (24) 1Od x I IR', (20) 10d) HTS-24 1450 HTW 24 .204E (24) Od x I IR' (USP) (24) IOd x I IR', l20) !Od) L5TA-12 a 925 LSTA 12 910 (10) 106 ASP: (10) 10d LSTA-16 ++ 1235 L5TA 10 136C (14) IOd U5P: (14) IOC MSTA-12, .. 1315 MSTA-I8 ISI5 (14) ]Od USR 04) IOd V) M5TA-24 . 1640 MSTA-24 1150 (IB) 10d USE; (15) 10d EL MSTA-30 ++ 2050 MSTA-30 2140 (22110d USP: (22) 10d MSTA-36 2050 M57A-36 '2525 (26)106 USE: (26)IOd H- In M8TI-36 3SOO KSTI 236 Sow (36) IOd x I IR' USR (36) IOd x 11/2' MSTI-48 5065 K751 245 4250 (48) 106 x I IR' USE: (48) 106 x 1 1/2' H6 950 LFTA 6 159E (8) 86 TO PLATES, (5) 86 TO STUDS (USP: (16) 56 x 1 1/2', (16) Ed) SP4 6S5 SET 4 945 (6) 1Od x 1 IR' TO STUDS USE: 16110d x I IR' TO STUDS A34 B95 MP 34 410 (4) 6d x 1 1/2' TO BEAM, (4) 8d x I Ia- TO POST. U5P: (4) Bd x 1 1/2' TO BEAM, (4) 5d x 1 1/2' TO POST. HCP2 645 HHCP Z 1010 (12) 10d x 1 1/2' USE: (10) 10d x I IR' TO TRUSS, (10) IOd X III TO PLATE PICA 1340 RT 16A 2150 ❑8) 10d x I la. USE: (9) 1Od x I IR' TO 7RU55, (8) IOd X I la' TO PLATE vGT a HDU4 4569 4A 4535 (I6)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHERR PLY USP: 5/5 ATR MIN, T' EMBED SET IN HIGH STRENGTHY EPDXY, (10) WSW WOOD SCREWS VGT a HDTB 4540 LOX 10 5110 USE, 10PHD (161-6D8 I/4'x5' TO WOOD, l3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHERaPLY ' ATR MIN. 1° EMBED SET IN HIGH BiRENGTF. EPDXY, (4) 1/B" THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6T i5 (1) 5/5' ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, 02) I6d TO WOOD USE, SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13615 (U 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED) IN CONC., (12)166 TO WOOD U5P: SAME AS 51M=SON (n LTTI9 .. 1340 LT$ 19 1205 (V 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN DOING, (5)I0d TO WOOD U5P: SAME AS 5IM=SON [If O LTT20S ++. 1500 LTS 2015 1105 (U IQ' Q.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED,) IN CONC., (IO)10d TO WOOD LISP: 3/4° ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, 110110d, (10) IOd x I IR', 2-1R' _ _ (� HTT4 4455 HTT46 446E (1) 5/5' A.T.R IN HIGH STRENGTH EPDXY (MN. 1' EMBED) IN CONC., (18) SD'O X 1 1/2' )USP: (20) I6d X 2-IRO U5P HAS MORE NAIL OPTIONS: (20) IOd, (20) 106 . I -IQ', (20) I6d x 2 I/V Z Q HTTS 5090 PTT45 5430 (U 5/e' AT.R. IN HIGH STRENGTH EPDXY (MIN. EMBED) IN CONIC, (26)16d X 2 I/2' (USP: (20) I6d X 2-I4') U5P HAS MORE NAIL OPTION6: (28) 10d, (29)1Od x I-IR', (20) I6d x 2 1/2' HHDQII-5D5 25+ 11,510 UPHD 11 12090 (U ? A.T.R IN HIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN CONq (24) SD8 Ya' x y5' ObOD SORELLB lU6P: (24) W83 WOOD SCREWS) HDTB 6645 TDX 10 5110 1 0) 7/5' A$. IN HIGH STRENGTH EPDXY (MIN T EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USE, (4) 7/8' BOLTS) (n MEHA 356/1125 3415 5330 NFM35XI2U 3165 1130 SIMPSON: (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBEDMENT) IN OMH TOP, N 3/4' 4T.R. IN HIGH STRENGTH EPDXY, MIN: 6]5' EMBEDMENT) IN O.MA. FACE, (16T0d TO BEAM USE: (1) la' J-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4' FROM EDGE OF CCNC W/ 3/4° DIA ITW R4M8EL10HEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. � W U' HUSG412 (WOOD) 3635 2660 (PER) HU64121F 3060 2530 (FLR) (I0)96d TO HEADER, (10) Ibd TO WOOD USE. SAME AS 51MF5ON 3265 (ROOF) 3225 (ROOF) Z HUC410 (CMU) ISO5086 H0410 IF IS05 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) 1Od TO WOOD: (USE: (IS) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) ISO 506E HDAO-9F I9OE 3115 (151 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) 10d TO WOOD: (U5P: (15) 1/4' x 3' U63 SCREWS, 00) IOd TO WOOD HUC210-3 (CMU) 1810 4000 H0210-31F 190E 3115 (IS) 114' x 2-3/4' TITEN (9 F'ER FLANGE) TO CMU, (10) 106 TO WOOD: NSP: (I5) 1/4' x 3' 1L53 SCREWS, (10) IOd TO WOOD LGUM26-2-3D5 1430 559E NO USE CONVER5!CN FOR 51MPSON LGUMQ6-2-5D5 (4) 3/e' x 4' TITEN HD ANCHORS (2. PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 5DS SCREW$ TO WOOD HIGH STRENGTH EPDXY • 51MPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5UEG`F-UTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING 5Y5TEM5. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM L. WALL MUST 5€ FILLED SOLID w/ GROUT. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x I In' RAILS IN CONJUNCTION WIT-1 A 23 % REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCH'-ECT IS REaWRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Cn ... MIN:M'JM EMBEDMENT INTO THE TOP OF A EONDBEAM WILL BE E', MIN1M'JI-1 EMBEDMENT INTO THE F0100ATION Wf_L BE T W F— A.T.R. = A-301 ALL THREAD ROD BtZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MA'ERIAL5, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 5 USED, WHEN USING- 5TAINLE65 STEEL CONNECTORS, USE 57AINLE55 STEEL FASTENERS. WHEN USING- 7'-1AX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 45TM-Ab: USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA6,6 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR -G USE. ALL CONNECTOR V41UE5 BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-- WOE. AND ANCHORING e FASTENING SYSTEMS FOR CONCRETE ! MASONRY CATALOG C-SAS-2012. 2 x 12 (•2 SYP) 055 91 (TYP.) NAIL (3) 12d 0 CV-8- OZ. TYP. 22:12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. U.N.O. *-11 1/2' l'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 IA AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL, • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD, U.N.O. ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FUR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN, FROM 2ND, FLR. LINE EXTERIOR MASONRY WALL BRCS. HEIGHTS 0 B'-8' EsRG. LOAD NON -BD r r r r r r r r r r r r r LL) 1 m L -TT= 11 IT ■ I � III � II II J3 u n u n n u u u u u u u u u n n ii J@ n n n u u u u u u u u u In u u II II II II II II II (I II ; ■ — — — � � � —ILA JI LL �1_ AIL_ 41 =1LII —A —i— (2)META-16 �- --- - - _--- I I I I I I 17 ■6'-><X" 6'-Y/" r 10 I I I I I II I —L7= AC ■' I I I I I I IV Ix4 BTM. CHORD BRACING: Bl 12' O.C. MAX., SECURED UJ/ _ _ — _ — — • 1— (2) IOd COMMON NAILS 0 �' n 52 EACH CHORD INTERSECTION = _ _ _ _ = (TYP i I II 543 —_ �IfII—�1IIf— — —_— II— 4 J4 �n J4 a J4 u u u n u u u n u n 2 d I it I I II J2 J2 J — ii _ ii ii-- ii _u 0 \0 %0 \0 NQ \Q It N CIA I t 9 0 \Q %Q It 7 --N 5 ) -7 --1 ] ) 7 7 7 ] 7 7 ]R F FRAMING PLAN SCALE: 1/4 = P-0" ELEVATION 'A' JI J3 J5 ABCs A-1 III A5 4 U� A4 0 0 A3 CD 0 `V W � A2 --IZ 0 Al q A2 A3 A5 A6 Al AS CI CI C2 C3Cs J4 J2 (2) META-16 A R C H I T E C T S Desn Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �mm�m ��smoememaog (E V E L mT svBDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JAN 1 DA'tlk: 1 /15 /19 §(CAT : 1/4"=1'-O" 1 SHEET 0 P' ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IJ 110V DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITC1ED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROUND FAULT INTERUPTER (TAMPER RESISTANT CFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED W/ GROUND FAULT U1� �J/CsFI RECEPTACLE MTEaIPTER (uATHER PROOF) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED �{ LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR d 6� LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE BATT. BACK-UP W/ HASCURE DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BALK -up W/ HARDWIRE CO DETECTOR INTERCONNECTVD CEILING BOX REQUIRE) TO BE O J-BOX SUPPORTED IN ACCORDANCE W1 BOX MARKED AS SUCH FOR 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. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 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 p OWNER'S SUITE 0. BATH TRANSFORIER BANK: SOkVA VOLTAGE, 162CA3200-240/480V NEMA 3R SERVICE: SINGLE PHASE TYPE: UNDI°WAROUNP AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE! (120/240 VOLTS) M MAXIMUM FAULT CURRENT, 13350 amps TRANS COMPANY 200 TRAN8F017'1ER AIP• SERVICE 15Y OTHERS 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POUER CO. / GREAT ROOM TV, ♦ / 1 i I i 1 I iD i I II 1 111 Wn— W.LC. 11 I � 1 .I � u!N GFI s / LIGHT 4 A WP GFI SWITCH IN ATTIC AOL SPRINKLER ,'/ / FOYER 0 CONTROL 2-CAR GARAGE / .. �I 1 1 GFI CLG. 181OUTLET , NN ENTRY fS COACH LIGHT SCALE: 1/4 = 1'-0' ELEVATION 'A' WP PATIO / DINING GFI \\\�— KITEN I I ; 11 CHOPT. GFI REF. BEDROOM 3 TV. ♦ BEDROOM 2 O \ SD. 1♦ (3)+I THHN/TWN COPPER CONDUCTORS, (0+6 TNHN/THUIN COPPER GROUND IN 2" CONDUIT. CoMBo DISCONNECT AND METER CAN PHONE / DATA WEATHER PROOF BOX 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE +4 TNHN/TW1N COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC IS USED THERE IS NO BOND/GROWD TO COLD WATER PIPE. P.H. JACK DED. 20 AMP OUTLET FOR M. WAVE CABLE / TV WEATHER PROOF BOX A R C H I T E C T S Design roup`inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIII"'ll Lv0o0�voo0J SUHDIV. 8e OAKLANDLOT: LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAN i 510i9 DATE: 1 /15 /19 SCALE: 1 /4"=1' — O" SHEET 7 OF' NVR - Business Use Only Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes 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 (31, Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a I V min, embedment with 2 X" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), lamb (3) Sliding Glass Doors +28.74/-42.62 +/-So DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.114" embedment. Required anchors: Head/Sill (6), Iamb (5) Swing Type Doors +30.641-30.64 +67.0/-67.0 Therma Tru 3'0"x8'O" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1.1/4", Min Clearance to edge 21, Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Iamb to block on vertical jamb 1/40 X 11 4 min embedded Tapcon. Max spacing of 71 2" and 1" O steel washer required. Hurricane Protection N/A +40/410 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 3/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: lames Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: seal A R C H I T E C T S ++ �. nvn.vw ncnunn ow✓. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �'lllll'Ill Lomo0m0000� L 8 W E O C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 xXX00_01 PROJECT#: R5025.055/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DA E: 1/15/19� S ALE:1/4"=1'-0" SHEET OF 1 I _ (0 9 REEMR VERTICALLY (U 5 REBAR VERTICALLY W/ CANC. UV GONG. POURED CELL POURED CELL (25' MIN LAP) ! l2S' MIN LAP) R-4.1 MSUL. MIN. _'IEMURED CEMENTIOUB COATING z e' CMU z PER (A81M _S26)(TYP.) q p Fa _zQ S'CMu r, 7z V2' GYP. ILL. W. .9 CURB HEIGHT VARIES °� 0 WOOD BASE di- 3 W z az I/2' CONC„ ORE R r] W/ 6k6' pp a ` 112. A WWF OR FIBER'1ESH ON li� °?VTIERMITE 3 1/1' CONC, �II.F. W/ 61x6' 6-MIL POLY ETHYLENE VAPOR =WL4xM.4 WWF OR FIBEpNESH BARRIER ON HELL -COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE MATED FILL VAPOR BARRIER ON z IIlWuuui. z W'WELL-COMPACTED CLEAN m 4' 4' 4° I I/2' RECESS m REBAR ON C44AIRS 0 r TREATED FILL (2)'8 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL 4 AT GARAGE L � R •I -0 G : Id . -0 t i WALL BEYOND - _.%WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 'I 3 In. LONG, REEF. W 6'4' :4 z WAMUA WIF OR FBER105H ON "L POLY ETWYLQE VAPOR `* BARREN O WELL -COMPACTED 44. w CLEAN 7ERTRE TREATED FILL ip 1— Q r - • • — 3 I/2' GONG, REIOR PlI W/ MES a ° 3 1/2' A NC,LAW OR FI. W1 6'x ' ON _ WIRxWA WILE OR FIBEgMESH ON - 3 I/t' CONC, MIFF. W/ 6'x6' ° PAVER 6-MIL POLY ETHYLENE VAPOR _ ° s 6-MIL POLY ETHYLENE VAPOR BASE BARRIER QM WE TREATED FILL BARRIER ON WELL -COMPACTED 5 FEBAR ON FOOTING e' I'-0' CLEAN TER'IITE 7'fEAtED FILL K CLEAN TERMITE TREATED FILL 4 4 CHAIRS BEYOND �> 4. 4' 4' 6' RECESS FOR PAVERS Focrrm (0 5 REBAR ON CHAIRS 0 GARAGE STEP-UP ELINDER P m (2) 5 REBAR ON CHAIRS r7 NONBEARI_ N� Q GARAGE DOOR FOOTING SCALE, 1/2'•1'-0' PAVER RECESS ENTRYRDOOR SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI OF RECESS FOR SG.D. TRACK z w VARIES L 4 FINISH FLOOR (0 5 (REBAR SET IN SIMPSON HIGH a-- z STRENGTH EPDXY 6' EMBED. MIN. (2) 5 REBAR • I -STORY w L (3) 5 REBAR • 2-STORY > - -- OUB TSIDE REBAR TO BE a CONTINUS ` ` S ` n a 3 1/2. CONC, Im1w W/ U,"IA WLF OR FIBER`TESH ON 6-MIL POLY ETHYLENE VAPOR c BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP A� SLAB AT S. G. D. TYP. RETROFIT FOR 11 SCALE: r•r-T �OMITTED DOWELS R REBAR LAP AT FOOTING 1'1 SAL IR'•I'-0' JJ WALE, 1/2'-1 ilE VERTICAL MBAR i0 HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. C °a Q CLEANOUT REQUIRED FOR INSPECTION I z F, .1 N 0'-0' FIFL PLR (0 5 VERT. DOWEL LAPPED W/ BOND BEAM - $ ° °a ` TIE VERTICAL REBAR L (0 5 REBAR AT CO"RS ° - TO HORIZATIONAL W/ 25' LAP MIN. - a.a REBAR W/ 10' HOOK ma TYP. REBAR LAP HORIZONTAL/ VERTICAL SAT LINTEL CORNERS REINFORCING 1 i� ��C.4[ /Y•I'- 1' SCALE; A R C H IT E C T S Design C1 U 171n.. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIII"I LOmoo�0mv0� SVBDIV. & LOT: OAKLAND LAKE (LOT #55) ILiODEL: 1452 )M00-01 PROJECT: R5025.055/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 1 5 2019 1/15/19 SALE: 1/4"=l'-O" 1 MEET IDI NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED' ❑ DO NOT EXCEED' 8' CMU BLOCK 8' CMU BLOCK ' J' DRYWALL WINDOW/DOOR JAMB P.T. lx4 or i'x4' MIN. DRYWALL � orP.T.P.T. Ix4 or J'x4' MIN. (SEE WINDOWiDOOR JAMB BLOCKNG Ix4 Ix2 PNAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENt DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE POOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL7 OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and 9 IS' O.C. MAX P.T. Ix4 or'x4' MIN: mm PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (U �r,' TAPCON (MIN. EMBEDMENT 1 4') WINDOW TO BLOCK (+3/" or A4") WINDOW TO BLOCK (+31)) 8' FROM EACH END and . 16' O.C. MAX or DOOR JAMB TO BLOCK (+ 4" or +4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 4A IS' O.C. MAX SCALE, r=r-m' 4E sCALe: I'=I' m' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I is NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) Ib' TAPCON ❑ DO NOT EXCEED' ❑ DO NOT EXCEED(MIN. EMBEDMENT 1 J') 8' FROM EACH 8' CMU BLOCK END and Q 18' O.G. MAX I, 8' CMU BLOCK or DRYWALL DRYWALL P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKING LIx4 or Ix2 P.T. NAILER P.T. Ix4 or ix4 MIN. Ix4 or Ix2 P.T. NAILER a IS' O.G. MAX FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING 6' 065 (4' WIDE MIN.) MIN. SHANK SIZE .145 DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB /WINDOW DOOR CASING MIN. HEAD SITE .300 SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I it SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS7 EACH END and 6 18' O.C. MAX7 (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, 1 , NOTE: SECURE TO BLOCK w/ (2)' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 J') 8' FROM EACH 140 DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) END and -0 IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/' TAPCON MIN. I it EMBEDMENT INTO BLOCK or l2) DRIVE PINS, 8 FROM EACH END and METHOD PER 'NAILING SCHEDULE' SCALE: r=r-m' ' -ENGINEERED ROOF TRUSS 15' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I it ELT SHIM AS NEEDED SCALE: I -I m TO PLUMB JAMB. METAL DRIP EDG T 'GYPSUM BOARD OR J' HIGH ❑ DO NOT EXCEED it P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS VENTED ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (U *5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER Li SHIM AS NEEDED END and 6 18' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKNG RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT y' 055 (4' WIDE MIN.) TO PLUMB JAMB. or (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW:7p IS' O.C. MAX SPECIFICATIONS (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS J' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I j' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE R SCHEDULE FNDOLU/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN W/ a' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 6' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR' GYPSUM WALL BOARD EACH END and 9 IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I a ) 8' FROM EACH �' TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 lis) PER MFR'S SPECIFICATIONS) END and 9 18' O.C. MAX COATING MIN. (PER ASTM CONIC. POURED CELL 15 NOTE: (U DRIVE PIN, 8' FROM EACH END and C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS 6 16' O.C. 4C SCALE, I._I,_m, THROUGH NON-STRUCTURAL MEMBER (Ix or �6' 055) MIN. SHANK SIZE .145 W/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT I it NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED „ To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 7is) P.T. (2) 2x6: Em ° ONCRETE SLAB DO NOT EXCEED' 4G c�gLE I'=I _m' SECURE To BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and IS' O.C. MAX XTERIOR WALL FOOTING " DRYWALL or UPLIFT UP 70 1,115 lb (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 ANp REINFORCEMENT) (SEE WINDOW/pOOR JAMB BLOCKNG 5IMP50N HT520 w/ (10)10d NAILS TO TRUSS 4 6 18' O.C. MAX 2 , , , FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN,) (4) J'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 Slf•YLE STORY SCALE: 3/4 -I -0 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN, HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I it BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR 'HIGH PER MFR'S SPECIFICATIONS UPLIFT lb BEAM (2) SIMPSON HT520 EACH SIDEE OFF TRUSSRU55 w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE, (10)10d NAILS TO TRUSS 4 (4) 4'X2 J' TAPCONS P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 1' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or �&' OSB) for EQUIVALENT INSTALLED PER MFR'S SPECS EMBEDMENT 1 4') 8' FROM EACH 1 W/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK and 18' O.C. —,— ENDMAX TAPCONS MIN. or OPENING 22' x 30' MiN. oOD CASING A7 SIDE 4WINDOW TO BLOCK (+2 1/") T-1 2' COVER (2) DRIVE PINS, 8' FROM EACH END and 2' APART 9 IS' O.C. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 4" MIN. SHANK SIZE .145 3 SCALE: Nts. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. ( ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE:1'4-0' 5 SCALE: N.Ts. MIN. EMBEDMENT I ' A R C H I T E C T S � Desin 1 oup`Inc. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��II'IIIII'� L 0�vooavom� G 8 N N E O C SVBDIV. se LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: I —STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3:)A'.0,E: 1 /15 /19 SCj*LE: 1 /4"=1' — 0" A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �IIII'lllll ��om0v�o�ov� sVHDIV. 8e LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00-Ol PROJECT#: R5025.055/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAv 15 N DA": 1 /15 /19 ' Sq*LE:1/4"=V-0" VTCR of (1) 6 EA �' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=1'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS o ECURE 2x(o MIN. TO BLOCK w/ (2) y" x 9' WASHER BE ANCHOR BOLTS w/ 2' B T IN 5IMP50N or LISP NIGH STRENGTH EPDXY IMIN. 6' EMBEDMENT) ❑o ECURE 2x6 MIN. TO BLOCK w/ (3)y" x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP - HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C'32(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) SECTION B SCALE: N.T.S. I' MIN. / -PRE-ENGINEERED TRUSS GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10cl MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL w00D STUDS SCALE: 3/4'-1'-0' `PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 Ss' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 %s' METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 %' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ lod x I' MIN. MASONRY NAIL w/ WASHER 0 32' O.C. MAX. F—CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' () REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) ' CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S � Desi n 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r eumen ��eameoeaao� SVBDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00— 01 PROJECT#: R5025.055/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA AN 15 1/15/19 *CALF: 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 SPACED I" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (N0. 10) 0.041511 WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION I" 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 WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.7.1 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, 5TRAP5, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 5GALE: U.S. s" THICK, 3 COAT CEMENT PLASTER WRB LAYER 1*2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 'al" (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 0" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 : V.S. NOTE: APPLY SEALANT AT 'M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FIN15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (22(3-MM). AS PER A5TM C1063 1.01. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI WRB #1 TAPED TI SHEATHING w/ WI #2 OVER TOP. Wf 112 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: KTS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X-I" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 scALE: Nxs. NOTE: APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4 6" Q HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 111 METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL z y- a 0 STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND I I'% I DRAINAGE PLANE :' (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER BUILDING PAPER OR 761 1 APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO _ WOOD SHEATHING � — 7 �] 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER 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 � Lileomomooum& E v 1E0 C L SUBDIV. 8e LOT: 0 AKLAND LAKE (LOT #55) MODEL 1452 XXX00—Ol PROJECT*: R5025.055/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA ,BAN 15 2d1� �D E: 1/15/19 ALE: 1 /4"=1' — O" HEET� VV AI 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN, STEP FLASHING FELT UNDERLAYMENT 5HINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW 5HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTER5ECTION6 WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYER5 OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 %" ABOVE 5HINGLE5 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER A WRAP KICKOUT DETAIL 5 SCALE: N.TS. ""'"" " �" ",ECEIVE I COAT OF 5HER-CRETE -.ONGRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT 8 PENETRATION SCALE: N.TS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 4 51DE5 ON CAVITY TO BE FILLED WITH RIGID POLYMERIC. 1500YANATE-POLYBLEND FOAM ("GREAT 5TUFF" OR SIMILAR) �FLA5H OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND 5TUCC0 ON ALL SIDES, Y" SEALANT e JOINT5 ALL AROUND J" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' 6A SCALE: N.T.S. PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLASH" VENT PENETRATION A SCALE: N.TS. WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD WRB LAYER #1, BUILDING PAPER (OR CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH 5HEATHING WRB LAYER #2, WOOD r—�l8" TEXTURED FIN15H 6 WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR S" CMU MEMBER 'a I" O.C. MAX APPROVED EQUAL) =� %$" TO %$" MID -WALL $" THICK, 3 COAT CEMENT ®_ WEEP SCREED WOOD FRAMED PLASTER 6" WIDE STRIP 5ELF WALL V TO l/V MID -WALL — ADHERING FLASHING, CLEAN WEEP 5CREED MA50NRY BEFORE APPLYING 6" 5ELF-ADHERING FLASHING TEXTURED FIN15H Q MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (FRAME TO FRAME) � (FRAME TO BLOCK) / A SCALE: N.TS. l / D SGALLE: N.T.S. NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECE5 TO COVER BOX 4" PAST EACH 51DE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FA5HION TO COMPLETELY COVER THE BOX. WOOD 5HEATHING WRB LAYER #l, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'ID'FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 gTFP 2, STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (5ET IN CONT. SEALANT) SEALANT a ALL 51DE5 DRYER VENT (BLOCK) V 1J SCALE: NTA PER FBC R103.1.1 EXTERIOR LATHING AND PLA5TERING 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 LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4 WOOD 5HEATHING 7�%T 2 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-041-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PU5H THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR (--' ELECTRICAL RECEPTACLE 9 SCALE: NTS. (FRAME CONST) STEP 3 A R C H I T E C T S Design fbib inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 r � unnmi ��emomm.owg SVBDIV. 8e LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 XXX00-01 PROJECT#: R5025.055/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT-. STATE OF FLORIDA JAN 15 DA : 1/15/19 S ALE:1/4"=1'-0" SHE�E��T� VV A2 WOOD 5HEAT WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMIGO AMCC-WFWC-180 — CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AMCC-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING ' PAPER (OR APPROVED EQUAL) C" 5ELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMICO AMC C-WFWC-100 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEP5) CASING BEAD DETAIL @ CANT. DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER, BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD 5HEATHING V1 zZlz SELF-ADHESIVE FLASHING EQUAL) CASING BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-84l-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE550RIE6 ONLY) A SCALE DRIP EDGE INSTALLATION 1 1 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER CORNER BEAD FA5TENED SHEATHING /a l" O.C. MAX. TO WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @FRAME 12A SCALE: N.TS. CORNER BEAD (FA5TENER 8 SPACING 6 7" O.C.) 15401 %` THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK SCALE: N.T.S. A R C H I T E C T S Design Y 1 o u p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro up. com AA #: 0003325 Lv�mmmOoovJ svBDiv 8e LOT: OAKLAND LAKE (LOT #55) MO DEL: 1452 X}IX00-01 PROJECT#: R5025.055/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ,BAN 15 DA'M: 1/15/19 I SCALE:1/4"=1'-0"' SHE�ET� �� V V A3 WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE ----\,<7 WRB LAYER #1, 5TUCCOWRA (OR APPROVED EQUAI WRB LAYER 12, FORTIF15ER BUILDIN PAPER (OR APPROVED EQUAI METAL LA1 $" THICK, 3 GOB CEMENT PLA5TE 6" 5ELF-ADHERIN FLA5HIN DRIP CA WINDOW FLANGE CASING BEAD C WINDOW FRAME, NO BAND 1 JL1 SCALE: MTS. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (ExpLODED s THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED EQUAL) - ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 112, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " VIEW FOR aTHICK, 3 COAT CLARITY) CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW FRAME, W BAND 1 JD SCALE: VS. METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING X X X X e -- i NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-041-091 MIN, 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) s" THICK, 3 COAT CEMENT Y<' GAP TYP PLASTER I CA51NG BEAD METAL 1 �(L LATH IX TRIM MEMBER a STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING i i �WRB LAYER #I, STUCCOWRAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO � CASING BEAD 1 `t SCALE: CROSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD C RAISED BAND FRAME_ @—W-ALE: N.?S. / SEALANT 4GAP TEA METAL LATH / CASING BEAD SEALANT TO WINDOW WRB LAYER 12, FORTIFIBER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/$" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP U-_��EZ BEAD WINDOW CASING SCALE: N.T.S. WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 8" 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/Ya" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" 5ELF 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: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: OAKLAND LAKE (LOT #55) MODEL: 1452 MOO-01 PROJECT#: R5025.055/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JNN 15 1 /15 /19 SdALE: 1/4"=1'—O" 1 SHE�ET� �� V V A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" GUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD 5TUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 wALE.NT (FULL WRAP) (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT a WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASH 18A 9fdLE:NTBDETAIL f G INSTALLATION MASONRY) TEMPORARILY FOLD -UP SECURE HOU5EWRAP (0 P UNDER) at HEA FOLD HOU5EWRA IN AT JAM55 4 51L 5LOPE 51LL R.O. Ti EXTERIOI IN5TALL 6" SELF -ADHERING FLA514ING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW 51LL FLEXIBLE FLASHING DO NOT 5EAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 46HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FA5TEN FANNED EDGE5. (CAP NAIL5, 5TAPLE5) STEP 2 IN5TALL 5ELF-ADHERING FLEXIBLE FLASHING A5 THE FLASHING AT THE SILL 01 fir u NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515I1-TY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 5ELF-ADHERING FLASHING MATERIAL5 USED DURING CON5TRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER5 WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENT5. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. 6" SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLA5HING INSTALL VINYL DRIP CAP APPLY %` NOM. CONTINUOU5 BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOT5. 5UPER STRETCH BUTYL FLASHING STEP 3 L_a" VERT. END DAMS REQ'D. AT EACH END OF 51LL OIL'r / MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 8 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING IVER BLOCK STEP 4 STEP 8 IN5TALL A 51LL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN IN5TALL THE 5ELF-ADHERING STRETCHABLE FLA5HING 4 APPLY 5EALANT AT END5 OF SILL DAM INSTALL WINDOW PLL LEVEL AND 5QUARE I MANUFACTURER5 WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE AIDPE51VE BACKED FLEXIBLE FLA5HING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP BT-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING �VERFRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA NIMUM STUCCO THICKNESS 1 i7 SCALE: KTA NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH 5EALANT STEP 5 u 11J1 0 " MIN. TEXTURED -EMENTITIOU5 COATING )VER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA 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 �III"IIIII �moo��vv� SVBDIV. 8a LOT: OAKLAND LAKE (LOT #55) MO DEL: 1452 XXX00-01 PROJECT#- R5025.055/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHMECT: STATE OF FLORIDA 1/15/19 SOfALE: 1/4"=1'-O" 1 SHE�ET� �� V V A5 CV. J1 J3 J5 9 -- a—mq William, M N h h h r• h h r f_ h h ; I I IMF,. I -TIN -- — — J1 70 e J3 J5 — N A6 N A7 A6 A5 A4 A3 A2 — Al A2 -- A4 - -- — --_ - A`' AE - - A, N f 2 H Af o G o _ 0 --� C N I iv N iV i C J4 J4 J N U1 Z0 J2 J2 J ja N d U) V) ra W N t0 d' N N •1' V) Ua r0 V) Y O (` 6 i 19 —4 4'-8- 16'-0" G I I I� 2 3G 4 2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB ICUT OVERHANG 4 1/16" HEEL HEIGHT I 8 8i SNV�aJ's 5 F 12—� ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (2�) HUS26 © HGUS26-2 © THDH26-2 E) HGUS26-3 E0 THDH26-3 © OD RT16A (D CONNECTION BY BUILDER FILE COPY eMF't ❑ RR RESFT II 0 111111111rav"M ❑FOR YfN1R iT4PORMA►tt1p1 iIMd"en reviewed for confermaoce with design latent MI moll Compliance with the Contract Documents enty, �MlM 8 00 Not Authonae Changes to contract Sum. I W,Mg, Comments and/or c4tectioas does not relieve the CNYMhr from compliance wrlb jha Contract Documents The I :eehdght is resuonslble for cdnhrmmg and correlating alf IMifts, dimensions, tolerances, clearances. fabnwtioff KddMife, tectn,eues and sequences of constf,etlon. e IY of materials and materials coordination of the,, a n Off trades and subcontractors. rmance at Wok k sNe and sahslaatory mannm aria compliance > Documents. A. S. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE; 1) AUTHORIZATION FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONS BIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING mIICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATIONs. SEE 'SCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION THERE 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"t TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE © CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �i HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. factor : 1.00 Wind Load Duration Factor : 1,60 Mean Roof Height : 15 ft. Trusses shown on this layout are a component part S _ of the building and show truss location. Proper erection, temporary and permanent bracing design rS0jMFN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings CQI�N, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 N. Plan — 1452 Elev. A DALE: DNAwN BY: DRAWING NUMBFA: O` —o^ M2/2017 dhc 1452—A