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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES 13 1 FOUNDATION PLAN IL 5 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX 0 0— 0 1 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 9 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS fikxnes yanhomes.com TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM — WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed 'Topogrjphic DESIGN Frost line '�� DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) effects' CATEGORY` Weathering depth° Termite` TEMP` REQUIRED HAZARDS INDEX TEMP' N/A 160-C N/A Negligible N/A HearvYy 45 N/A N/A N/A N/A II DESIGN CRITERIA: SIQ.FT. CALC.3S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES IST FLR. LIVINGS 1,452 SQ. FT. DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB TOTAL LIVING 1,452 SQ. FT. • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 160 MPH GARAGE- 393 SQ. FT. — VASD = 124 MPH ENTRY le SQ. FT, RISK CATEGORY II PATIO 18 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C TOTAL 1,882 SQ, FT. •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CU51C VOLUME LIVINGS 12032 SQ. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: (ELEVATION B) 40'-0" 47'-4" JAMES CANTWELL LANAI AR NO. 12079 40'-0" 55'-4" A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �ommvva�a0� E 8 N O s M STJBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: COVER S UAQF.1) BY St Lutle County 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA )3C/ALE: 1/4" V-0" 1 W C> `'o .crLu �CC cn g z f-- U w Q Z U DEC 0 a zoll gigAp!,Aty, i�ElH Y GENERAL NOTES 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13, 14, 15. 16. 17, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10, THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS 1PSF1 Al. SLEEPING ROOMS 30 A.2, ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.S. DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF1 B.I. ALL AREAS 10 C. ROOF LIVE LOADS C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D.1. FIBERGLASS SHINGLES 17 D.2, CONCRETE TILES 25 E. WIND LOAD CRITERIA El. BASIC WIND SPEED VULT. = 160 MPH, VASD = 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18 Eb. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS m0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDJOR 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. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A:F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE 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 FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOTTO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %::-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 18 -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 %rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. Fm 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 REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL. CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS. THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8' LAYERS AND COMPACT TO96%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY, BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL. EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC1318-11. 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'/a 4, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'%'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8, CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4, MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5, MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y41NCH 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 R606.2A1 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 1121NCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m� IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL -COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR 031 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER Y, D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%". 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIRADE 5 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C, SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 42 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT, 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982, 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1360. 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B I160MPH/C 16OMPH/D 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 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 R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. ' PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH'W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'%4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 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 SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- .CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178. MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. Z IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S 4r�Design �d11 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA It: 0003325 �II "IIIII �� mamomJ svBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL 1452 XXX00-Ol PROJECT#: R5025.061/00001 PAGE): GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA �,l D E: 11/8/18 s *LE:1/4"=V-0" A R C H I T E C T S Design roulsInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r n �mWi ��omoeamooy SUBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 8 2!`1 DAT 11/8/18 SCAT*: 1/4"=l'-O" 0 c0 @ v @ v 0 m @ m N @ N ®` MINE !' l ISMS 0 o \I SCALE. 1/4 = V-0' 3'-4" 10,-01 12'-0" , 0 I A R C H I T E C T S 4Design Groulsinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �I'lllll'll ��omommOvvoJ I� E 0 m mmmmmm SVBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 moo—o1 PROJECT#: R5025.061/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov a s AIrE: 11 /8 /18 SCALE: 1/4"=1'-O" SHEET 2 OF WALL LEGEND V-6' BLK BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL O IS- O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTTS CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I I�'-4' 8/28-5-(IXI/lUL PRJSTRESSED L-2 4'-8' 8R2-64UU/(01L IECESSED L-3 5'-10, 8/16-54UU/(OJL L-4 4'-6' 8/24-5-(ICJ/l0L L-5 4'-6' 8/24-S-(I)U/(0)L 1-40 6'-6' 8/24-8-(I)U/(I1L L-1 4'-C6' 8/24-6-MUKOX L-8 4'42' 8/24-5-flAWO)L L-'3 4'-fo' 8/24-5-(U K&L L-10 4'-6' 8/24-S-(l)JK0)L 4CAST44ME79 LINTEL SCHEDULE L INTEL NO, LENGTH TYPE COMMENTS L-I IZ'-4' 8F28-I5AT PRESTRESSED L-2 4'-6' 8RF22-05/IT RECESSED L-3 5'-10, 8FI6-MAT L-4 4'-6' 8F24-015AT L-5 4'-6' 8F24-06AT L-6 6'-6' SF24-IBAT L-1 4'-6' 8F24-08AT L-8 4'-6' 8F24-05AT L-9 4'-Pr.' OF24-05AT L-10 4'-6' 8F24-05AT EGRESS L-9 L-8 25-SH L-� 25-SH r Ln w GREAT ROOM a' -a' GLG. DINING `■ 8'-b' CLG. I OWNER'S SUITE a' -a' CLG. (o v rAr I t--li 0. BATH ■ 8'-9' GLCs. i Ii I I LL a-e cLG. I, MUD — A I i �' _�; o BATH 1 k 00 -- I D NN FOYER 1 7-- A�-2... L-- 2—CAR GARAGE 8'-8' CLG.ENTRY r; I II �! OL-I I 16'-0' X 1'-0' OWGD ■� ■■! ■� a::. LINTEL PLAN SCALE: 1/4 = 1'-0" ELEVATION 'A' BEDROOM 3 a' -a' C-a BEDROOM 2 a'-51 CLG. 25-SH EGRESS L-4 L-6 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.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 9 TE: 1:1 /8 /18 I p(tAT : 1/4"=1'—O" I SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 3" PRFCAAT 11-I INTPI A AAPF I GAMS (l F3.S/FT) 4~_4 ' GRAVITY OVERALL LINTEL LENGTH SB EB o`2 E5 MF6 m ar Pi 08 B-.4 08 API3.05 b-3]-EB (T-PE OF LWTEU Bua B ,F• 15. 25 3i4 6 E- u` B 20 AO2 i E. BT3R 15 109E 3'-B' t0 3'-6' (PRECAST) rzy3l a a (3 I l vl 63l la 94 Ilaa9 V-I'TO 4'-0'(PRIcIST) I%6 19 II^' i�l C4 I 5 'i5 9 4 5l6 1a394 »PR �.. BN9 6._n 4 I T04 6 PREc t - 9 kll 15-,. c.E 1 I E['-! �EB6 Item: 4.44 4'-T TO 5'-4' IPREOABT) IRIt 6 .c.=1 h ion I T35 CV m B'-5' TO 6'-0' (PIa£CA81) i663 :� g6'i 166 6'dJE I 11, .3 B33B KI Sad: W-ll' TO 6'-6' (PRECAST) Sae tit -I $0 �e1 Ylo A-D" B '5 _ 6'-l'701'-6'(PRECAST) 13 - It I3 vl 1'-1' TO 9'-4' (P,REOABT) 554 _ 1 41 l 24 1 CFI 9'-5'TO 10'-6-(PRECASD- 6.5 .,5] 9ti 1 1 6 a'� c*6 _ r �c.3 'Cl -L4 0E TO II'-4' (PRECAST) V.-T. TO 56] see 9c5 13 6 1 96 -n4- R' 51.1 teat 00E .:hR.. n'-s• TO R'-m• rwaLABn 3_-. B-0 4l1 01J 1u - _ a94 :z 1 e tFh 55) IY-r To B'-a' (PRECA81) 296 _ 3.411 424 _ 1Eb lab 11 5 1 a Seta I -n 19 All 11 P B"> : 13 -5' 70 14 -O'(PREOAlai 3l9 :y 44 NR 1a5 rvA 16Ea ve I .b u. I I ry - SE_ �R I4'-I TO 1W-B'(PRESTIaii NR 406 rv< Ta3 rve_� l3la-aa ne Ne rl \IeI T 14'-9'TO 1V' 4'lPFE6TRE69ED) NR al N 1 -a Ne NR Ne �F ale 15'-5' TO n'-4' (PRMTREBBED) NFE i 96a ry _� 546. rvn 9 E N EO Rb rv, rve Iur _ IE49 LR .a+1 ! n'-5' TO l9'-4' (PREBTREBBED) NR x 1ST 43m- 'S0 ' 1031 Saes 151E IT16 NR Ni, N2 NR NE Ae nR 11-5 TO TO al'-4' (FRa.T06ED) NR 53B ry 846- NR I14 11 R 359 NE 146E nR IB0 ,4N NR N5 al'-5'TO3T-m'(Pf"€BTR£BBE6) NR �166 36-. 55h lR 182 n- 'R lal uR 1'8S a¢ -".- ne NR IF 11'-r TO a4'-0• lPRESTRFssEpJ NR 1i9 -- 15m -oE -.---- 1654 Fh4 .. I(^5a {I.a AAFF : /3AI7A /I RS1iT) A"PQPr_AAT Il-1 INTFI A UPLIFT LATERAL OVERALL LINTEL LENGTH BFB-li DRIFT 8F16 IT 2Fd0 i EPe4 II' Ella -I` ? 32-I' &l8 OF6 RLME "69 1665 SII6.Y 'e4 SPI 3 4 9 (TYPE OF LINTEL) 8F142 BF'B-aT. 3)E 6D. £Ta3-2T 1P,0' 10 3'-6' (PRECAST) _45'd4 43 4 1096 IrJa4 19% 5'[6 F 615a l00'- 186E 305 9E6E B15 45T0 5 6019 1'-1' TO 4'-V (PRECAST) 163 rz3E5 305E BI 4B 9 4 lal 3 5 4D-. 63 6 6014 5�19 1.5 169 14m9 4'-1' TO 4'-6- (PRECAST) _ al 592 691 1019 41, ` 101 1040 °Tel S 5 0- E9 3 61 40]1 4`1' TO 54' IPRECAOID '- 411 411 143 06 416 3 6l 96v 5 im 413E ( '- 5_W TO 5'-Im' (FR=-LAST) m9 - 340 BOB 64 ] 31 1 L 4'..1 5' -ll'i06'-a-(PRECAST) - 501 121 490 3` 6'-1' TO 1'-6- (PfECABD -- a14 SEA Hb3 1T ' 5.9 122, 621- PrzS 2.9E 1E6 ll I", soE-_ T-l' TO 9'-4' (PRECAST) a yip 1_ _ B6 131E 14 ) 969 y 118 l65 - sec In-- n< a 4 f69 B a05 3 6 926 513 250 9'-5'TO 10'-a-(PRECABD 184 PON 100 11 • n.. le'-T' TO 11'-4' (RRECAST1 _ 49< 6e1 1241 131E 164E s3 95 2 Z60 452 104 6 11-5'TO I2L0'IPRECA3n 110 _ 41e L m gem. 1 E -6z So- 6I_ "I Pie am' 244 402 137 3 1I IT -I' TOSS'-4' (PRECAST) - - 217 924 IRO 41, 4 l 9 111E .. 1+ _ tlj3 1E_ 1 n2z 13'te' t0 (FRELA6TJ - ¢p - to Ia6J 5 - �8: f@0 - 2Pv 29H 10m 1-1 Mi TO 14 -0-(PRESTRESSED)NR 4v 9 bFi3 BE I (OJ 3 eeb 6� bH 1. 1064 2. 91 14'-9' TO 1V-4' (FFEEmieZ89ED1 e NR 22" 63 IBT a gab 26H 405 �cJS 460 S lbb ISFS' TO n'-4' (FREBTRE88ED) I 4-J NR n4 64 l4m 10e5 -_ ':11 - Ens Ica! � e ss _ l NR We 5T I7-5- TO It -A- (PRE ITRE60ED) kY rz39 IS ^-^-'�'-"' 541 rz63 <29 623 e4'. �E1 4az __ 19 5 i0 rzl 4 lPRE9TRESBED) ]i3 313 531 Sal _...- _ 9a5 194E ...-.. 1 PRE � 19 TO ]] 0 ( BT 88ED u eT zs J y a4"546 63' 3 _S6 53 i69d ]61 .4: -16 963 999 22'-1- TO 14'-0' (FFSEA 6sE0) F 5" IS NR 91 M9 6E6 1. 6"PRECAST W/2'RECESS DOOR U-LINTELS SAFE LOADS (LBS/FT 0*4401 GRAVITY O,PRALL LINTEL LETISTH ECT 94JB 5VH L- ai-IE-mB nF eB.r3"26 ➢5 3a-0' (TYPE OF ONTEL) 6FSu4FF 6 IB 84a'9 6P BRIB-IB BI�12 2E0 -.349 B BFFa6 42 F 64 3 641a_IB 1561 9'-6' TO 4'- 4'(PRECAST) 163E - b3 1 _ 699 Ai - 6639 66 Sc'. 6 4 9473 _9] -. Ea53 5M a 3 4'-5' TO 4'-6' (PRECAST) 149a 6 699_ SACS bbo9 SORT, e '479 -1402 II 39A TO5-W(PRECAST) 666 6l AEI 45E1 I--- 63SI d4 996-+ b5 l9'l _ne SIT �laG 5'-9' TO 5'-1E'(PRECAST) a. - 9 i IF , RC 3 6639 ! �E49 Bmbm 1 T4bA 514E 6106 . l EPi 5-II'T06'-9'(P,ECA6T) l9T 9ml 18 0 912m 4 mAe 11b 91 6l 3 4T9 ?3 10a9B_ r3 ' 55 14 '- 6'-9' TO l'-6' (PRECAST) 669 T55 4 E I 149E 1 �9 1 R G 16 CII 5113 � 9 S995 4m9 IQ&3i 9146 t09'-B'(FREGAei) 411 5R6 ESE c6 'e:53 319 A"PRFGAST Itl/2"RECF6A DOOR I: -LINTELS SAFE LOADS (LEES/FT 4c«m-4� UPLIFT OVERALL LINTEL LENGTH &�6-rt BRIM rt BRFI� a,EFle IT SR=12'T BRFa6 I. BIF3m-TT (TYPE OF LINTEL) B. 6-2 'DS B- 1T ERFI4 T 6E IBM'T N 6 ... -'( _ 3 5 6Fi'i6=i':. 1445 Bi016 0fS6 ROM IA Fib] 1 5"ZiNm S-6' TO 4'-4' (FRECAb-) - 905 ,3.9 44,46 160 161 11.4 16EB 236a 3Oes E6 16m4 T: 2939 3601 4i15 494E 4'-5' TO 4'-6' (PTBGAST) `1 694 693. 1013 B6' 615CNI 1604 .T2 "I Me 2854 ABBE Still 4'-1' TO 9'-B' (PRECAST) 61. 655 1 6 I'9l La l46 ]L 9.,9 - il: i"a 9286 3199 400 4mT Sea 9'-9' t0 5'-10' IPIiELSN - 6Ta5 IR i -it6 aa59 - 2,3E e am 381 616 -la 3 b5a '..9m 2129 2619 3329 9'-II' TO b'-B' (PRECAST) 5l0 OBE GSA. 99m 240 Sea TIED 464 'art B319-'+ ab 1364 l A', .061 a9bB 0'-9' TO l'-6' (PICECABD c`6 1 BSA 1364 165 _2 T66 15-a "36l Ivoa a96B uea 509 614 363 .ba 5B4 a2 T-l' TO 9'-8' [PRECAST) - 3l0 490 114 560 `mid 139a I"m. Ems 23]i 4^ZT=4C4nG`I LINTEL SCHEDULE MATERIALS I. f'c B" precast lintel a 4000 p.1 2. Va restreseed lintel - 600E al p p 3. Grout per ASTM G416 fig = 300E psi w/ maximum 3/5 inch aggregate 4 6 to. 11 inch slump 4. COncrete Masonry Units (CMU) per ASTM G90 Li/minimum net area compressive strength = i900 psi 5. Rebar per ASTM 4615 grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxaEon 1. Mortar per ASTM C270 type IT or S GENERAL NOTES 1. ProVide Full mortar bed and head Joints. 2. Shore filled IFri as required. 3. Installation of lintel must comply with the architectural and/or Structural documents. 4; U-Lintels are manufactured with 5 1/2" long notches at the ends to accommodate vertical call rein Forcing and grouting. 5. Reference the CAST-CRETE Load Deflection !I Graph brochure for Ilntel deflection Information. 6. Bottom field added radar to be located a the bottom of the lintel cavity. ' 1. 7/3V diameter wire stirrups are welded to the bottom steel for mechanical anchorages, 8. Gast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. .Safe load rating based on rational design analysis per ACI 315 and AGI 530 1 10. The exterior Surface of lintels Installed 1n exterior concrete masonry walls Shall have a coating of stucco applied in accordance with ASTM C-2136 or other aperoved coating. 11. Lintels loaded Blmultanepubly with VertlCal 1 (gravity Or uplift) and horizontal (lateral) loads Should be Checked for the combined loading with the following equation: Aoolled vertical load Applied horizontal load Safe Vertical load Safe hcrlZOntal load I2. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry abOve the lintel. See detail at right: F'm=1500ps1 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2" GLR TYP (Z) 5 REBAR ' GR40 or GR60 SALE LOAD TABLE NOTES 1. All values based on minimum 4 Inch For Composite lintel heights not shown Use Safe 1 p e Fin Exception: 5a fe loads for unfilled nominal bee E 9 p i load from next lower height shown. 9 :- must ba reduced b 20% if bearing length is lintels y g g 8. For lintels len the not shown use safe load from g , less than 6 IR inches) next longest length shown 2. Ni = Not Rated 9. All safe loads In units of pounce 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 grade 60 field span. radar. II. The number in the the parenthesis Indicates the 5. One F1 rebar may be substituted for two 5 rebare percent reduction for grade 40 field added in e' Intel. only rebar. Example 7-6' lintel typa 8F32-IB safe 6. The designer may evaluate concentrated loads gravity load = 6472eia) w/ 15% reductl= 6412 from the safe load tables by calculating the (B5) = 5501 pip maximum resisting moment and shear at d-away from face of support. TYPE DESIC3NATI0N _ F = FILLED WITH GROUT / U UNFILLED 3 ANTITY OF $REBAR AT U = BOTTOM OF LINTEL CAVITY Q a F1ro-lE5/1T 4. j{z V) V - z QUANTITY OF 05 S REBAR AT TOP LOMINAL • 4 • HEIGHT NOMINAL WIDTH 1-6/e'ACTUAL WIDTH 8`NOMINAL -05 REBAR AT TOP MIN. (1) REO'D 1-1/2' CLEAR C.M.U. 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL VARIES) TABLE No. 11 SAFE WORKING LATERAL LOADS (FILE) B" x B" LINTELS LMTEL SAFE LATERAL LOADS (PSI TOW Length TyJ° DNS` PLAN a'x6' SOLID I -Is' Peuet IDO$ 39S4 3'-6' Recent 116E 73S 4'-0' Raoxia 644 1614 4'-6' Retest b38 IA66 4.8E Recast 5% 1163 V-P Reset 666 IB55 5'Fc. Pr.et 543 1105 6'-4' Frei 634 I%4 6'-6' R." 6D 118E 6'_v Reuet 518 all Preuel 4d6 938 T'-B' Reuel 425 ON B'-0' Rer4N EST 84 B'-4' Rene! 04 145 9'-4' Reuet 211 SEE 10'-6' Reuel 19i 453 II'-4' Rr241 ]Be 620 12'-1' P"d 164 INS Rsca 141l 504 1E-4' Recut 116 404 14-0' Reuet 99 sell 14-V PreeireBrod NA. 341 V-4' Pravaead NA 9 7 17.4 Prse rwe NA. 213 Fmstr... ad NA 116 10'-0' Raeveeead NA 15S 11'-4' RmtreBeed NA 13! 42'-4' Reeveeeed NA n0 24'-0' Reeveeeed NA 93 NR - Not Recommenced LINTEL SAFE LATERAL LOADS RLF) a' DOOR B' DOOR HEADER IEaDER PLAIN SOLID I&,I Lest, I%- 3'-1' Resent 1112 Sell 4'-0' Raaef ISO I 4'-1- Recast B61 1521 4'4 F aESA ISO Sass d'-V Pracdet 639. 1165 5-e' Reuel 65o Ili 6'-1' Pracaet 604 %4 Rmaet 41T 1Br B'-8' Preen.356 E. 9'-1. Precee ]% 5% LOTT S Eel' CONCRETE P.D. Box 771255 WINTER GARDEN, FL 34777 PEA (An7) A-;r, PIIP NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF AD➢ITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: I. CODES LI. FLORIDA E5UILDING CODE RESIDENTIAL, NTH EDITION (2017.), SECTIONS R4022 4 R606 L2. FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2011), SECTIONS 19012 d 2101. A BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1A, AMERCAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASIEE 1-10L 2, CONCRETE: 2.1, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2E11. PRE -CAST UU/STANDARD REINFORCEMENT-4000 PSI 51112. PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 11:3. GROUT PER ASTM G476 - 3000 PSI W/ MAX. 3/S' AGGREGATE, V TO II' SLUMP. 241 REINFORCING BARS: S1EEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) M.2. STEEL N LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2,3E PRE-S1RE55i STRANDS ASTM A416 bWIRE, STRESS RELIEVED 210 KS[ 2.4E DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL UNFILLED a0uOTY CAPACITY flALY9AU GRAVITY CAPACITY Ni (TAU UPLIFT CAPACITY ME (U5t UPLFT CAPACITY flnL (2 SU BOTT09 BAR TOP BAR GRAVITY CAPACITY 1'-b' 1,-6' PRECAST (2)n O)n 4245 1809 OEM an 10000 3'-1. 1'-1. PRECAST fWn (2)n 2415 3VI Bar 4815 486 A,v 2'-e' PRECAST (2)n (2)n Ilea 7111 2111 Bass 33% 4'•6' E-I' PRECAST (2)n a)n IN3 2165 2165 San INFO A-8' 3'-W PRECAST (2)n fWn 1232 MIT =1 2421 2421 F-4' 4'-0' PRECAST fW9 fWn 1=6 SET 1651 ISO ISSN 5'-mi' A'-6' RECAST (W5 (Wn B60 K13 141E IIlO 1609. 6 4' S''0' PRECAST (2)N (2)n lie 123E U32 IBIS 140E b-6 S4' PRECAST (2)N 116 RBI 123I 1081 INS 6 8' S-4' PRECAST (WN SVC (1Jn 682 1104 II6J 1001 1199 l-b 6-Y PRECAST (2)N (2)n 510 Sal 111 825 1092 UB 6-4' PRECAST U9.4 (2)n 551 sea as 184 1047 S.C.6-B' PRECAST C)N !1)n 518 9M VC in IN S.A.-0 PRECAST (2)N !11n 488 M Sal NIS III 9 4' S-0 PRECAST (2) N (D n 416 126 126 499 TIED b-6 9-T FRECA81 (V14 (2) !2 354 615 as 360 613 II 4' W.O.1 PRECAST (2) 5 (W 9 315 561 SST 311 Sol T-O' 1V-8' PRECAST (i)5 S)9 111 525 VE OF 561 11 6' IILJ" PRECAST (115 (2)9 211 458 4% is 512 B 4 12'-0' PRECAST 111 E (2)'3 255 458 as, 116 442 14'-0' 12'-8' PRECAST (2)5 (I)9 239 430 499 ED 395 14 B 13'-4' FRESTRESSED (1P4 fWn NR. 418 41B I30 446 B'-C 14'-0' PRE8TRE58ED TUN (2)n N.R Era are Es 40l n-4 I6.0' PFESTRE60ED 0114 fWn N.R. let I% 163 3n 19.4 5 0' PRE81TEebED We (2)5 NR. 114 124 131 154 20 0 IB B' PRES (W 5 () 5 NR 101 201 122 231 11 4 10 0' PRE61RE88ED GIs (W5 NR IT ITT 101 708 1] C J0.8' PRESTRESSED We (2)5 NR 164 164 ISO IY 24 0° 21.E PRE171.111 (W 5 (W 9 NR B1 132 B4 163 TAELEAiA_�_ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS CLIFF) 8" X 16" COMPOSITE LINTELS LNTE. LENGTH CLEAR SPAN LMTEL TYPE LMTEL STEEL GRAVITY CAPACITY COAL NF5J GRAVITY CAPACITY KIEL(lift UFSIFT CAPACITY (Ii IMB11 UPSET CAPACITY (IAL(OY BOTTOM BAR - TOP BAR -1v n5rCup, ] 111 n 1090E Uoo9 10 10000 3'-6! 1'-1' FRECA9T (3)n (31n SIBS =W leave DOOR. 4'-0' 1'-1. PRECAST (2)n fWn 426t MoO 39 Waco 4'-6' YR' PRECAST (I)n 001 1 3211 Bar saw 10000 4,v T-4' PRECAST (2)n TIM 1944 BAN 6045 12= 51.4' 4'-0. PRECAST U)'s 481E 6431 441 Tell 5'-1 . 4'-1. PRECAST 095 (1)1 3W3 5015 Saw 5430 V-4' 5'-1. PRECAST ISSN ME 4115 4115 2SM 4411 6'-6' 5'-1' PRECAST OY4 (I)n 3934 393I 281E 45I 6 B' -4' RECAST (ITN fWn 315 9119 265E 1-6 s-T 1 PRECA91 G,lN 2I 291 2 103E 306E URIC TSB b 4' PRECAST e2 "4 (W n t196 21 1931 2931 FRCAST (2)n 23 23 154 1T01 B 4' T-0 PRECAST eU`4 fWn 23% lass 160s 2505 111.B-0' PRECAST MN (3)N fWn N69 192, 113E 2035 10-6 9.2E PRECAST (])n 1655 as 1655 11' 4 10.0E PRECAST Oil) I'll 1335 We SASS 1BIG% 1 n 0 10'+8' CAST 1115 (1)5 19 133E 133E 69T $Is BT9 1 1. II'-1' PREDBT MR, D51 1251 634 DID 13 4 12'-0' PRECAST MI5 (W5 1144 1144 545 IDS R v E'-B' PRECAST (2)5 (2)n 1101 I006 40b b@ I4-1' 13'-W PRESTRE ED (2)% (1) 1 1419 R19 451 Son 15.1' WO PRESTRESSED (WN TWn 1191 E91 411 $23 1 16.0E FREBT %p M14 (2)n 993 993 329 641 19.4 FRE9IRESBED <1J5 (W5 lB5 ley 160 813 10 0' STRESSED (115 (1) l]9 R9 1-03 4T9 11 4' 10'-0' PREBTRISBED (]15. (D 633 693 113 42 11-0' 1 10'-V PRESTE6ED (W5 M 591 591 100 am 14.0E WO PRESTRESSED (2)5 l25 qB 40r 16l 330 ABLE NO 3 REINFORCING .SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LNIEL LENGTH CLEAR BRAN LINTER. GYRE LINTEL STEEL GRAVITT CAPACITY imML(M III CAPACITY ir%(InU UPLIFT CAPACITY nn-(Int UPLIFT CAPACITY lIAL (TAU BOLT BAR TOP BAR 36 Ill PRECAST 0)n (2)n 1646 1000E 10000 CORD 4-e 1-5' RECAST (2)n (Wn 530E came C= 0000 4-6 34' PRECAST (2)n (2)n 4142 1000E M41 DIED; 3.4' PRECAST (2)n (2)n 31% 1009E IBM 5-4' 4-0' PRECAST (2)9 (2)1 6139 1000E 519E 10000 510 4-6' PRECAST U)5 (2)n sore Dim Abel W" b-4 5'-e' PRIONAT (W-4 ('On bra 6752 3%1 Tic 6.6 5m2' PRECAST WN (Wn 6250 618E 3643 6595 11.1.5-4' PRECAST W4 WC 5016 56W 3441 bn4 I.G. 6.2E PRELABT (WN 43C 4312 2636 4509 Le S-4' PRECAST G)14 4099 4099 Size 42K B-0 b+0' FRECAST fWN G)n 313E 313E 211E BOBS W-4' t'-0' RECAST GIN CDC 3420 341E 201E 3561 V.4' B'-o' PRGA5T (Vat 2134 S134 Wo Asia 10'-W s'-F' PRECAST S)•4 (2)C 7211 nil 123E 2189 II'-4' 111-1. PRECAST (1)5 (2)5 !IN IN !03T 20M U'.0' 10'-e' RECAST (2) `5 (1)9 Ills Ills 510 182E 114' PRECAST D)5 (2)9 661 bar we Mel B 4' 1-0' PRECAST (115 (2)9 1501 80T ll3 414 N-V G w PRECAST 0)5 v 1355 1399 63b 023 k 8' W4' FRESTREEdEO 0) N ! 1 n 109E N SST TIC B-4' 4-0' PFE8TRE%ED eY)N 11n 4 1124 5ss lose II -4' I6-9' FRESTESSED D)-4 (2)n 139E 1530 4n W4 -4' S'-0' REBTREBF.ED (115 (2)5 1053 1053 334 659 S F' IBLe' STRESSED (115 (W3 91 9T9 E 65 21-4' M-e'. FRESTREBSED (215 %l %1 ITS) W-0 20L8' PR£61RE89ED (2)5 (215 191 111 151 Sam 24 0' -0' HaDTRE a)5 &59 SEE 26 415 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WONKING LOADS (ELF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LMTEL TYPE LINTEL STE@L GFEv1TT GRAVITY UFLIP uPLIFt LENGTH SPAN CAPACITY CAPACITY CAPAG1Y CAPACITY WBOMBM MBAR COAL OAU (IAL(IAU 11AL(IAu (IS-NSU TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (MILE) 8" X 28" COMPOSITE LIN tELS UNTIL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (CAL(IAU GRAVITY CAPACITY (IAL(T)RU UPI CAPACITY IIAL(IMDU UPLIFT CAPACITY (ISL ORSU BDTTCfi BAR TOP BAR 2 40 Fb LA T 1 3 6 14' ?RECA6i ON ev C Cox) 1009E IE00e Ni1 49 TmV PRECAST (2)n (Wn 1916 1090e Ca* 1=0 d 6 OR. FRECA6i (0C 01n 6001 1099E b009 1099p 4-1' YH' PRECAST (2)n (1)n Save 10200 10009 1090m 5-4' AO RECAST (2)5 eUn Sal1090E Tme 0900 5-10 4'-6' PECAST (2)9 (Wn ICBM base I0FF0- A' 50 PRECAST DIN (2) n 100F8 1000E 5641 IDAN 6.6E 5'-]' PELABi (1)-4 0)n 100s9 IOBI 531E WOOD 1'-8' 1'-1. RECAST (2) -4 Mn 9638 1000E SON WI 1.6E 1 6.4. 1 RECAST 09-4 OR 14M B561 END 169E 1-B' 6114, FREGAOT 1 (2)Al IV) 1054 916E ESO 1326 PRECAST (W'4 (2)n "IS lbal 3326 bbbl 0-F 1-0' PRECAST (i)•4 e2)n 5064 Oc3 3031 601 94 9-0' PRCAST 11Y4 a)1 4661 5066 135E 4145 b' 9.2E FMC46T (2)N (3)n 3526 31344 I001 366E 11.4' ISO FFECAT (2)5 (2)5 also 319E 1521 305B 12.0E 10.8E PRECAST (W5 2 193E 193E Sass 2133 1i4i PRECAST (1)5 ME 211E 210 1211 24ee 13.4E 11 PRECAST (W5 (2)5 14W 141b INS 116E d t o I'- l 8 PRECAST O5 J M-3 l2b 2216 EST 1941 14'-6- 1E-4' PRE6mEe6ED (2) al (2A 2811 2611 116 1431 IS 4 1A-0' 0 PRESTRESSED CV- 4 fWn INS ISIS 663 13C Il-4 5'-s PRESTRESSED) 1 1013E 261E as1012 19'6 6BED (1)5 (W9 1601 40 88 10 0 IB-e' PREBTPE (vs I /2)5 N% Id% 365 T63 11 4 20'-0' 0 BBB9 (215 fJ)5 1906 93B 6 9 1I 0' 20'-B' STRESSED (115 ( 02 I22 31 6]9 14 0' 2A'-B' FIR?BTFE6EED (115 f1)9 bl4 1014 t66 5Y1 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLR) 8" X 6" LINTELS LINTEL LQWTH CLEAR SPANGRAVITY LIMEL TrPE LMTEL STEEL RAM GR4Ntt CAPACITY COAL (TAU GRAVITY CAPACITY fIAOT uRLAr LPPACIIY (IAL(IAU UPSET CAPACITY (IAL(IAu BOTTL1r BAR TOP BAR CAPACITY e-6 11".PRECAST On BI3 I%5 ISOAID 24ES 4.0E 3-V PRECAST O 151 N15 168E 0NED I%3 63 4-6 3.2 PRECAST ) ( n U1C bit 619 EI I 13% Usa 4-B' 3.4E PRECAST )n (11n Bs6 1081 Isei B96 3% Sass 5 4' d m' PRELAsi (2 (2 n 659 930 930 SIRS 1114 5 le 4-V PRECAST WE (11n 511 009 E09 SEE US 64 SO PRECAST N (2)n 4e4 141 141 11 051 6-6 5.1E PRECAST 416 lie 115 130 me 6 0 5 d' PRECAST 1 45e Sea as bee TIED 6-1' 1 EST 5ss W6 ME 661 T-B 6-4' RECAST 1 (Wn ITS 566 568 459 "I e-0 v V PRECAST fWn 353 SEE 5ss 452 act e-4 1 0' PRECAST N fWn 934 501 501 411 576 9.4 B-0' PRECAST 1 N (2)n lee 435 435 316 494 10 b 9-T i )N (Wn 1Y 3T 3R. 239 423 11H 10FV FFEI (W5 CU9 as 31 199 39B 1.0 1FTECABi Oils!d)9 102 1W ]02 Ili 119 D-b II Y PRECAST 015 ItoNE 243 01 1 PRECAST 5 151 1i So0@ (W9 116 160 K M B1 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (MILE) BY X 6" RECESS DOOR HEADER LINTEL ENGTH CLEAR SPAN 'LINtELTYPE LINTEL STEEL WFILLED GRAVTY CAPACITY GR4vlTY CAPACITY (IDOL (EAU GR4vITY CAPACITY (IAL (Ii UPLIFT CAPACITY (IAL (TAB UPUST CAPACITY e95L (TAU BOTT01 BAR TOP BAR 3-8 14 A T 3m 1 (2) C 1 31 Ifiv691 CORI 2234 4`0' 21%V PRECAST (2)n (2)n 1131 1425- 1425 166E 1663 4'4' 1':1'PRECAST (2)n (2)n 104 1320 132E nl9 SHE 4'-4' 9'-0' AST (2)n (2)n %3 123E 1230 5% as 4'-V 3'4' MEOCA6T (Wn (2)n bEb in] 1051 B% 13% 5'-F 4'-4' CAST (W5 SEE 046 NIS DOE011 645'-P LAST (W•4 S) 65B b99 693 6a 158 l'-B' 6'-4' CAST (2)•4 lWn 375 See Sea 499 641 B'-8' T-W PRECAST (2)e4 Wn 316 4E0 !BED 315 N& 9'v V-4' PfECABT M-4 113 415 415 2B 411 2 TPI CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3. PIASONRY: 3,1< DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECRFIGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-06. 39: MINIMUM MASONRY UNIT STRENGTH: PM 1500 FBI. 34. MORTAR SHALL BE TYPE 6, 4. IlO RUCTURAL: 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2017), SECTION R60614 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 ��33 (1) #5 CONTINUOUS 3(6 / l­ 8"X16" KNOCKOUT BLOCK TOP BARS: SEE SCHEDULE (1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0" cc : (TIED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 15. 8/16-8S-(1) #5/(1) #5 PRECAST 77 (1) #5 CONTINUOUS /-8"X16" KNOCKOUT BLOCK TOP BARS: 4y SEE SCHEDULE (1) #5 CONTINUOUS a. 7 ,32" STIRRUPS AT 4'-0" cc fen .•y1 (TIED OR WELDED) (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270ksi PRESTRESSED CABLE 15, 8/16-S-0) 1 #5 PRESTRESSED 3R' 3R' : f1fLfi : 33: R TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LMTEL 4544TH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (05L (IAU 090e 10000 WE b94o 6364 loom 854E Dom 1000E Bell 811E SASS 67U m 40% 4221 3T9 GRAVITY" CAPACITY (DOE (TAB Iss�9m 1000E 10000 10000 Dom 1000E 16000 loam, 1008E 1=0 1000E 100a0 F OEM 5943E 4121 are UPLIFT CAPACITY (DOW eMSU lee 2m MOD 1000E Mae Si rare an 61E5 56I1 4456 414E SEES nib 2121 094 T63 1545 UPLIFT CAPACITY (IAL (]PSIS 109Fs 1000E 1000E Coca =0 1=05'-I0' 1000E 10080 Ic000 10000 Bel& B49I TIM 106E OEM 424E 3593 3110 BOTTOM BAR TOP BAR (2)n (2) n (2)n (al n Ill (1)n lWn ON n (2)n (1)n (2) 0)n (2)n (2) _n (2)9 (2)9 -6 T lt)n 3.6E 1-2' '.T C) 4.0E 141 RECAST !1) n 4-6' 3.1E PRECAST r11 n 4'-V V-4' PRICA9T (1)-1 5-4' 4'0 RECAST (2) 9 4' -V RECAST (2)9 6'-4' S'-0' PRECAST f31N b'-6' 511' PRECAST (WN 6'-B' 5'-a' PRECAST (i) N 1-6' 6'-A' CASs Met 1'-8' b'-1. PRECAST fWN BLED' b'-8' RECAST (WN 11 l-0' PRECAST (2)N 9-A' 8.0E LAST (WN 10 6E 9.1E RECAST 0)4 11.4' 10.0E PRECAST !1)5 12 0' 10 B' AST (IS @-6' 11-I PRECAST S)5 C)9 34C 34R 1411 2899 13 m4' 1I PfELAST IIIS (2)9 1E98 29W 111E 2516 N." 11-B' LAST PRECAST O)5 (2)9 2 I 13 2 UI I 0se 16 1 0 14-W B-4' PRESI1EBBtD (2)14 12)n 3231 3331 T9 AS4 15-4- Id.0' PRE61RE66ED (1)4 (Iln 2966 1545 683 U5 5 IT-4- I6-m' PRESTRESSED 09N (2)n NBC 22W 532 1055 19.4E IB 0' STRESSED BITE (]) 5 (W5 03 5G 4 26 844 10'-0' IBIS' GTE M5 G15 am 16% Ois 214E I9-0' PRE6IIE D (])5 (W5 1413 1413 946 fill R'-0' 1e-B' PRE91rESSED (1)5 12191. 1 645 14'-0' 13'-B' PRE9iREeBEp Cali f]19 114T 1141 214 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) B" X 14" COMPOSITE LINTELS LMTEL iH CLEAR ��" LMTELTYPE LINT€LSTEEL GRAVITY CAPACITY COAL (TAB GRAVITY CAPACITY fIAL fllrcU UP." CAPACITY (IAL (TAU UPLIFT cAPACItt (IAL (11ot BORLTI BAR tOP BAR (]) 1 5054 IMF 100z9 1650E v 3'-6' 2- RiECA6T (])n 0, 2'-B' RECAST (W n (]) n 3651 10000 1440 1000E 4-1' 3-2' RECAST (2)n n)n f1)n 2141 2519 1021 6231 6612 515E K28 One 4'-8' L4' PRECAST (2)n 5'-4' A-0' PR CA&T N) 9 (2) n 4111 4611 3169 483E 5 Im' 4 6' RECAST (3)9 (3)9 3344 3564 BOSS 386E 6-4' 5-0' RECAST (DN (Wn rA38 303E COS 3I19 6-6' 5-2' PRECAST (3)4 n 201 2SS1 239E 304E 6 e' 5 -1. PRECAST (1)•4 (1 n 2133 213E 1 BIB l6' 6-4' PRECAST (WN 219E I193 ME SHE 130E 1-8' 6-4' RECAST (2Y4 Mn - 110E IN 1645 1119 B-0' 6'-B' PRECAST (2)% 1951 RI I%t 1494 }058 l 0' PRECAST fWN !B25 S25 1363 as 9.4E B-0' FR£CAST fWN 0) all ]On I054 15V -6' 9-2' RECAST fWN (2)1 a65 19B 126E 113E Son 618 1324 IIBI tl0' PRECAST (115 BO le-0' PRECAST fW5 (ITS 1041 1041 ON 1051 n'-6' 1' PRECAST (W 5. 9% Be 54 1015 5'-4' 12.0E CAST (215 fW9 90] 46D 935 14'-0' D'-B' RECAST f- fW9 Bd1 B4 414 B% TABLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14" RECESS DOOR HEADER LMEL JENITH CLEAR 6PAN LINTEL TYPE LWTPI STEEL GRAVITY CAPACITY COAL (115U GRAVTY CAPACTY (InL fIAJ UPLIFT CAPACitt Ni (RAJ UPLIi CAPACITY (ML (TAU e-morl BAR T� BAR Be 4'- 1'-8' CAST (2)n f21n 34a51 10400 144E I 4'-l' 1'-10' PRECAST (V-n - (2)n 33" W56 6143 1009E *ur E-0' M14T fWn (2)n 308E Sea 6139 loss 3'-A' PRELASi fWn f11n 1519 61R 5Bo 1116 5'-O' d'-4' LAST f2)9 S 3514 3660 3111 10d1 o" s-B' 5'-4'. RECAST (1)•4 (2)n IISE 2138 1259 1'-B' b'-4' PRECA9i (W'4 1 n 110E 110E 1645 228 B'-B' T4' F'RLASi (1)'4 ] R CO3 MID 1141 1195 II PRECAST M-4 SERE 436 914 150E 316 3, T51 31a' QI7 A R C H I T E C T S 144:L M. KUPIALU KtAUMIN CLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesignigroull.com AA #: 0003325 �III'llllll o��oom0vo� tO 0 N L C ca s sysDiv. 4� LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-Ol PROJECT#: R5025.061/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA A E: 4.1/8/18 GALE: 1/4ea=1a-01a 6 OF SQ.FT. CALC.'SEXTERIOR MA6ONRy WALL IBR3.HEIGJ 15T FLR. LIVING 1,452 50, FT. S'-8' 13R3. TOTAL LIVING 1,452 SQ. FT, GARAGE 3S3 SQ. FT. ENTRY 19 SQ. FT. PATIO 18 SQ. FT, LOAD BRG. WALL TOTAL 1882 SQ. Ft. 40' -0 " CUBIC VOLUME LIVING 12032 SQ. FT. NON B WALL 14' 10" 25'-2" 3'-�" 14'-2" 6'-0ll 2 _9 COMPONENT AND CLADDING WIND LOADS BASIC WND EXPOSURE FOR 3 SECOND OUSTS BM BM CALL • SWAM WNJDR WNJDR SE ZONE 160 MPH WND PATIO FOOTAGE DESIGNATION WIDTH FEK*ff 0 x3 -0 � 25-SH g 1 6 HB 5 CC) 112 16'-0' X 1'-0' 192' 84' 5 26 09/ -44 03 EGRESS 25-SH O 25-SH 5068 SGD OHGD BM ■—■ ■ ! ■ ■ ■ ■ ■ — — ■ ■ BM 2 20 3068 DR 36' 80' 4 30.64/ -30.64 3 11 25-SH 38, 63' 4 32.31/ -42.62 w CIR/T EGRESS 4 11 E� 38' 63' 4 3231/ -42.62 O @ GRE-0TxIe'OOM 10DD'x9' 0' ■ ■ 8'-8' GLG. 8'-8' CLG. 5 42 5068 SGD 14' 80' 5 28.14/ -51.0S I 0 ■ OWNER'S SUITE I 6 11 25-514 38' 63, 4 3231/ -42b2 t 14'-O'x13'-4' d I = — I6'-2" I 9'-0" 1 11 25-SH 38' 63' 4 32.31/ 42b2 �� --i i ■ I Ili Cl 25-5H 8 11 38, 63, 5 30Io4/ -51.18 EGRESS SHOWER HEAD i iz_N` 9 11 25-SH 38, 63, 5 30.64/ -51,15 ®6'-8' AFF. I li • (� EGRESS O WIND DESIGN CRITERIA c_ A I I I A. BASIC WIND SPEED MPH CB SECOND GUST) R/ib VULT=160 / VASD=124 MPH J ti 3'-0" B. INTERNAL PRESSURE COEFFICENT=+.18 v 2 8' 5 -2" 4 -4 3 -6' 4'-8" 5 -IO 3 -2 2 -8 -10" C. RISK CATEGORY=TYPE II ,n EXPOSURE CATEGORY C '-0" 0. BATH x PAD OUT 121WALL KITCHEN J NOTE: 8.8' CLG e m C R%r N w VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON f -I THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWO THESE ■ m i OPT, i N ■ u R-- k1:7171= F. i ------ — 61 PRESSURES TO SE MULTIPLIED BY 06 70 MEET THE ALLOUJABLE m I I +- I ii �� 0 i OR NOMINAL TESTED VALUES USED BY PRODUCt MANUFACTURERS. m "' e N I I LL a N I II o p�C�jl� ry A/C 2x8 3-SH N r I T W.I.C..4 I� i F� a' -a' CLG. J N i u� °1 e OWE AFF. D ■ v m ■ IR-iSH '�- -J N TUB 2'-EKD 0" 1'-0" GOND. W/H LLARD f 36'x22' 2-8 w x BCDGOxII'-0 3 O I ATTIC I ° a'-s' CLG. N = L ACCESS Al ° ! 0.1 IN lli a e Q 0- N ts DBL. TOP = Lu PLATE v 7 6° 1'-8" 3'-6" 4'-8" 6" 3'-10" 7'-4" m m Cl O FOYER R/T 3-0 BF. //.woQcj A.Cs i--� 2-62x6 WOO FRAMED-/ 2-CAR GARAGE '�IR-ISH s 16' O.G. Q 18'-O'x20'-0' ■ _ _ ! ! s in a' -a' CLG. CABINET SECTION � � � m =_ A LECTRICAL ENTRY PANEL 8' 2G_ ■ PAD -OUT ! -10" 13'-2" N _ HB e Rc BLOCK BEDROOM 26, a GARAGE WALL 12'-O'XlO'-O' ■ 8'-8' CLG. OI'-0' X 1' 'G-0Ou DM N!------------- ■w! !-w-�—�- ■ !;■ BM E25 SS O ,-8" 2'-4'1 21_411 81_0" 8 _0 19'-4° 4'-8" A SCALE: 1/4 = 1'-0' A R C H I T !_C T S Design Grou Inc. - PH: 407-774-6078 V FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII'll� �p�movomo0� E 8 co E SUBDIV. 8c LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-Ol PROJECT#: R5025.061/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 'Nov 0=8 D E:�11/8/18 s :1/4"=1'-O" I�EET OF U ATTIC VENT CALLS AREA OF ATTIC 1864 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.F. REQUIRED VENTILATION AREA (8.21 x 144) 894.7 SUN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 894.7) 447.4 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SUN. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED IF OF SOFFIT VENTILATION 187 IF SCORED LINI (TYP 1 8'-8" 5RG, HGT. TEXTURED CEMENTIOUS ICI ICI I� �I ■ � ■ 211 ICI ICI �I 1 (TYP) SCORED-41 --.—TEXTURE[) CEMENTIOUL �L � b 1 N T E L �" W JIL I ON SCALE: 1/4 -- I'-0' ELEVATION 'A' 8'-S" 5RG. HGT. I'-0" HDR. HGT.h_-----_ - 5RG. HGT.�o_ 0'-0" FIN. FLR.hs 5 OFF -RIDGE VENT Ij OFF -RIDGE VENT OFF -RIDGE VENT TEXTURED CEMENTIOUS /—COATING PER- 5TM C926) (TYP) 5RG, HGT, HDR. HGT. ------------------------�--0 O'-O" FIN, FLR. I REAR ELhVATION SCALE: 1/4 = I'-0' ELEVATION "A' 5RG. HGT. _0 ------------------------ - --^ - - - 061-a' HDR. HGT. TEXTURED CEMENTIOUS COATING PER (A5TM cg26) (rYP) � 0'-0' FIN FLROL ---------—-—--—--—-—--—-—-—--—-— - — - — - — ry 0'-8" 5RG. HGT 0'-0" FIN. FLR. LE T ELEVATI N SCALE: 1/4 = I'-0" ELEVATION "A' 5t��� OFF-RIpCxE VENT 12 5 0 - o0'-0" FIN. FLR. o8'-S" 5RG. HGT. I'-0" 6'-8" HDR. HGT. ■ J �TEXTURED CEMENTIOUS CO (o) (T PER (ASTM C926)(TYP) N 0'-0" FIN. FLR. RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Groulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIII'lllll L\00�000�m0J E 8 C0 G r C m SUBDIV. ec LOT: OAKLAND LAKE (LOT 61) MODEL.: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ATk: -11 /8 /18 PcALE: 1/4"=1'—O" I SKEET 5 OF "O1 tl 1 V 11 ) V li 0L' b SC.{ I,I'1 VUI, / C."�-c0_DATE: 0--.:-5 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER MET4-I6 1450 HTA 16-18 1400 (T) IOd x I IQ' i-PLY, (6) I6d 2-PLY, (USP: (10) 106 x I In- - NO I6d OPTION) (2) MET4-16 198E - [9 HTA I6-IB Z800 (10) 106 x 1 IR' HPLY, (USP (10) Od x I IR') 1900 (la) I6d 2-PLY (U5P: NO I6d OPTIOW HETA-I6 1610 HTA 16 1615 (5) 106 x I IR' 1-FLY, (5) I6d 2-PLY USP: (10) ]Od x I Ia', NO 16d OPTION HETA-20 IWO HTA 20 I615 (9) 1Od x I IR' -PLY, (w I6d 2-PLY U5-: (10) 1Od x 1 1/2', NO Ibd OPTION } z (2) HETA-20 2035 (2) HTA-20 3170 (10) 106 x I In' I -PLY USP: (10) 10d x 1 In' 2$00 (12) I6d 2-PLY (U5P: NO Ibd OPTION) O LGT-2 2150 LUGT-3 191E (V . 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' U.B, WOOD (W)10d QDETAL-2O 24W NO USP CONVERSION FOR SIMPSON DETAL-20 (18) -IOC x I IR, I PLY MGt 3965 MUGT A000 _ (1)5/6" ATR IN HIGH STRENGTH EPDXY MIN. 12- EMBED), (22) 10d TO WOOD (USP: (2W 10d TO WOOD) HGT-2 109B0 HUGT-2 9365 <2) 3/4' A.iR IN HKd4 9TRENGTH EPDXY MM. Q' EMBED, (16) 10d TO urJQD (U6P: WOOD (W I0d) HGT-3 10530 HUI 9365 (2) 3/4' A.T.R IN HKdI STRENGTH EPDXY MM. Q' EMBED), (16) 10d TO LLOOD (USP: YgOD fb/ 10d) LGT3-SDS2.5 3265 LUGT-3 5330 (12) 6D6 1/4'z2 VJ' TO GIRDER, (4) 3/5' z TIE) HD TO WALL (U5P: CCNO. (4) 3J& X 5' 1, BOLT, WOOD (12) W523. LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x 1-IO' (USP: (10) IOd x 112' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/V A.T.R IN HIGH STRENGTH EPDXY (MM. Q' EMBED), (16 )-6D5 11410'TO UOOD (2) VGT TIES NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/e' A.TR. IN HIGH STRENGTH EPDXY MN. Q' EMBED), (32)-SDS I/4'X3' / 2 PLY MT5-I2 DOC MTW 12 159E (14) 10d x 1 1/2' (USP: 64) 10d x I In', (14) IOd) 4T6-16 1150 HTW 16 1660 (16) IOd x 1 In' (USP: (16) IOd x 1 IQ'. (16) 10d) H75-20 1450 HTW 20 2045 (24) 10d x I In' (USP: (24) IOd z I W, (20) IDd) -1T5-24 1450 HTW 24 2045 (24) 10d x I In' (USP: (24) 10d x I V2', (W) 10d) LSTA-12 925 LSTA 12 9T0 (10) led USP: (10) i0tl L5TA-18 ++ 1235 1 L5TA IB 1360 (14110d USP (14) 10d META-18 + ISE META-18 1315 (14) 10d U6P: (14) IOd Cn M5TA-24 + 1640 MSTA-24 I750 (IB) rod USP: (II Od d M5TA-30 ++ 2050 META-30 2140 (22)10d USP: (22) I0d MSTA-36 2050 MSTA-36 2525 (26)I:Ad U5P: (26)19d H MBT1-36 3500 K5T1 236 3090 (36)10d x 1 Ia, U5P: (36) 10d x I In. (n MSTI-48 5065 K781 248 4250 (48J 10tl x 1 1/2' LLSP: (48) I0tl x 1 V2' H6 950 LFTA 6 159E (W 8d TO PLATES, (6) 8d TO STUDS (USP: (16) Ed x 1 IR', (16) Bd) SPA 855 5PT 4 SAE (6) 10d x IVY TO STUDS U5P: (6) Od x I IQ' TO ETUDE A34 395 MP 34 4110 (4) 8d x I IR' TO BEAM, (4) Sd z I In' TO POST. USP (4) Ed x I II TO BEAM, (4) ed x I IQ' TO POST. HCP2 645 HHOP 2 1070 (Q) ISN x I In, UI (10) 10tl x I IR' TO TRUSS, (10) 1Od X I In' TO PLATE HIOA 1340 RT IBA 2150 lUl)10d x 1 1a. USP: (9) I0d x I W- TO TRUSS, (8J 10d X I In' TO PLATE VGT 4 HI 456E PHD 4A 453E (W)-SDS 1/4'x3- TO WOOD, (10)-SIDS 114k2 144- W/ THREADED ROD, (2) NUTS/W45HERa PLY USP: 5/e' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT 4 HOTS 4940 TDX 10 5110 (16)-51OS 1/4'x3' TO WOOD, (31-3/4" STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER2PLY USP: 7/8' AMR MIN. T" EMBED BELIN HIGH STRENGTH EPDXY (4) Ve' THRU-BOLTS ABU 44 2200 666E PAU 44 2535 611 (1) 5/6- AT.R IN HIGH STRENGTH EPDXY, MIN. I' EMBED.) IN CONIC„ (12) Ibd TO WOOD USP: SAME AS SIMPSON 45U 66 2300 12000 PAU 66 2535 1361E (1) 5/5' AT.R IN HIGH STRENGTH EPDXY, (MIN. T= EMBED) IN CONC„ (12)I6d TO WOOD USP: SAME AS SIMPSON LTTI9 ++ 1340 LTS 19 1205 (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC„ (BAOd TO WOOD USP: SAME A6 SIMPSON p LTT205 «. 1500 LTS 20B 1105 (U I@' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONO„ (IVAOd TO WOOD USP: 3/4' AMR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x I Ia', 2-V1' (� HTT4 445E NTT45 4146E (U 5/8- A.TR IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONC„ 08) SD'10 X I IR' (U6P. (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x I-Ia', 00) I6d x 2 Ia' Z Q H175 5090 HTT45 5430 (I) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONIC, (26) I6d X 2 IQ' (USP: (20) I6d X 2-I/29 U6P HAS MORE NAIL OPTIONS, (25) IOd, (28) 10d x -In'. (20) I6d x 2 1¢' HHDQII-5D5 2S+ 11,510 U HD 11 12090 (U i' AT.R IN HIGH 6TR S4GTH EPDXY, (MIN. 10- EMBED.) IN COND,, (24) SD8 /V x 2)'WOOD 5CREUS (U6P, (24) W63 WOOD SCREWS) HDTB 6645 TDX 10 5110 N T/8' AS. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC„ (3) 314" STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N MBHA BB6/1125 34T5 5330 3165 1130 SIMP'l (V 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6l5' EMBEDMENT) IN OM.J. 7OP, lU 3.4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6]5- EMBEDMENT) IN CMU. FACE (IS)Od TO SEAM USP, (U I1 J-BOLT V MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF OONO W/ 3/4' CIA ITW RAMBETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. Li W (� HUSC412 (WOOD) 3635 2660 (FAR)2530 E�CNIIR. 3060 (FAR) (10) I6d TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON 3266 (ROOF)3225 (ROOF) z HUC410 (CMW 1810 5055 SO5 SITS (I8) 1/4- x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (IB) 1/4' x 3' ICES SCREWS, (10) 10d TO WOOD. = HUO210-2 (CMU) 15'0 5055 1905 3175 (Ie) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IDd TO WOOD: (USP'. (15) 114- x 3- 153 SCREWS, (:0) 11 To WOOD 111210-3 CMU) 1810 4000 1905 3175 (I5) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD. (USP. (IB' 1/4' 3 IJ53 SCREWS, ('0) 10d TO WOOD LGUM16-1-6D5 1430 559E N FOR SIMPSON LGUM26-2 66�0 (4) 3/B x 4' TITEN HD ANCHORS f2 PER FLANGE) TO CMU, 14)1/4' X < I. SCSI SCREWS TO WOOD HIGH STRENGTH EPDXY = 61MP50N "SET EPDXY -TIE" CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR'URITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 6MILAR PDXPRODUCTS OR U5P - CIA ADHESIVE ANCHORNG 5Y5'EMD + WHERE ANCHOR EMBEDMENT 15 GREATER THAN T DEEP, THE VERTICAL CELL IN CH U LAC- MUST PE F LLFD SOLD J/ GROUT. ++ IOd COMMON NAILS CAN BE 5UBSTIT'JTED WITH 10d x 11/2' NAIL5 N CONJUNCTION WITH A 23o RED1107ON IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS AFPAICA-CN PRIOR TO INSTALLATION. .+ MIN MUM EMBEDMENT :INTO THE TOP OF 4 BONDBEAM WILL BE 5', MIN'MUM EMBEDMENT INTO THE FOUNDATION WILL BE T' W I— 0 A.T.R = A-3ID7 ALL THREAD ROD l8¢E, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CO+NECTORS THE CONTRACTOR MUST BE RFE-ONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN U51NG STAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL F45TENER5. WHEN USING ZMAx / F10G GA_VANIZED CONNECTORS, USE F451ENER5 GALVANIZED PER 451M-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRIT iE I "a=eA_ =RO- T-,E ARC--ECT/ENGINEER OF RECORD PRIOR TO USE, AL_ CONNECTOR VALUES BASED ON 61CP50N 'WOOD CONSTRUCTION CONNECTORS C-2013" 'HIGH LCGNS_RUC-CN C-HW09, AND 4NCHORING e FASTENING 6Y57EM6 FOR CONCRETE e MASONRY CATALOG C-SAS-2012, EXTERIOR MASONRY WALL BRu. HEIGHTS LOAD BRCS. WALL NON -BD MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO 81.0' U.N-O- W-II 1/2' -V-II 1/2• AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 21 AT EACH END OF HEADER I1 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 ROOHFLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN, 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE (2) META-I(o (2) META -I& A R C H I T E C T S Design Group-lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I'lllll'll ��o�ov0avom� 8 E O L C L SUBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA A E: 11/11/111 S ALE:1/4"=1'-O" A R C H I T E C T S ELECTRICAL LEGEND 6YM50L DEFINITION NOTES IIOV DUPLEX RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED 50nOM HALF WITCRED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROM FAULT (TAMPER RESISTANT I RECEPTACLE TYPE) ttPE) ® 220V RECEPTACLE 4 WIRE CONNECTION WF IIOV DUPLEX EQUIPPED W/ GROIkO FAULT RECEPTACLE MTERUPTER (WEATHER PROOF) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED y.� LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS �( LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - A PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER rJp SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT BAac-uP w HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE OJ-BOX 'U�� aWEDA FOR AS NSPECTION FLOOD LIGHT pC DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46.602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE •I THHN/THWN COPPER CONDUCTORS, 6 THHN/THUN COPPER GROUND IN 2" CONDUIT. TRANSFCNIMER BANK: SOkVA VOLTAGE: 1620A3200-240/480V NEMA 3R SERVICE: SINGLE PHASE b0/A40 TYPE: UNDERGROIAVD COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRGl1T8 AT SECONDARY SIDE! (120/240 VOLTS) ( ) M AND METERp MAXIMUM FAULT CURRENT: IW-W amps CAN POWER COMPANY F2001 TRANSFORMER AMP. PHONE/DATAWEATHER �\ PROOF BOX SERVICE BY 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 POWER CO. PROVIDE V THHN/THUN COPPER CONNECTED TO CONCRETE ENCASED ROOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC— 16 USED THERE 16 NO BOND/GROLIND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX wP c, ,! :g COACH LIGHT ELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' DED.20 AMP OUTLET FOR M. WAVE Design rou 17,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 r � �II'lllll" L v��o0vvom& sLTBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 moo—o1 PROJECT#: R5025.061/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Mill I`iA D tE: 11/8/18 SCALE: 1/4" = f - 0" SHEET 7 of A R C H I T E C T S 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 (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 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), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4' embedment. Required anchors: Head/5111 (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL 5891.5 NIA rrW Tapcon X", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4, Min Clearance to edge 1', Min Clearance to adjacent anchor 4'. Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A lamb to block on vertical jamb 1/4' X 1 1/4" min embedded Tapcon. Max spacing of 7 2" and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcon or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: Design Groul Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 A� W E C I UBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C �i ARCHITECT: STATE OF FLORIDA NOV QR Y1; s LE:1/4"=1'-0" MERS . - — _ (IJ 5 REBAR VERTICALLY W/CONC. POURED CELL (0 5 REBAR VERTICALLY W/ CONC. __ - (25' MIN LAP) POUREP CELL (25' MIN LAP) _ - R-4.1 INSUL. MIN. - z S' CMU tEXTUREP CEMENTIOUB COATING T (L w - Z w PER (ASTM C926) (TYP.) -� cm CURB HEIGHT VARIES N 0 I/2, GYP. WL. BD. 0 WOOD BASE m w Q z >La - 3 1/2' COJC, REINF. W/ 6'x6' ` 3 1/2' CONC, REI F. W/ 6'x6' a ` W1.4xW.4 aw OR FIBERMESW ON = WIAxWIA WUF OR FIBERMESH _ _ 6-MIL POLY ETHYLENE VAPOR ON 6-MIL POLY ETHYLENE BARRIER ON IIELL-COMPACTED VAPOR BARRIER ON CLEAN TERMITE TREATED FILL z K WELL -COMPACTED CLEAN Z X 4: 4. 4: TERMITE TREATED FILL }- 4' 4' 4' 1 V2' RECESS ;� O I 0 (2) 5 REBAR ON CHAIRS n 0. (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING W BLOCK WALL 4 AT GARAGE 1 GALE: IR • , WALL BEYOND WALL BEYOND 3/4, RECESS FOR PAVERS GARAGE DOOR CCW ORaRfNON 64% POLY E MEVAPOR �D SARER O WILL-CO`FACM - - G-EMl lER'IRE HEATED FILL 'A� • 3 1/2' CONC, REINF. W/ 6'x6' , ° 3 1/2' CONC, REINF. W/ b'x6' > WIAXUA WUF OR FIBERMESH ON a ° ` WIAxWIA WLF OR FIBERMESH ON ° PAVER 6-MIL POLY ETHYLENE VAPOR .Q- 6-MIL POLY ETHYLENE VAPOR BASE BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED e I -0' CLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL 5 REBAR ON FOOTING = w 4' 4' CHAIRS BEYOND m 4' 4' 4' S.RECESS FOR PAVED (0 5 REBAR ON CHAIRS EXTEND FOOTING 0 -0 UNDER PAVERS !2) 5 MBAR ON CHAIRS GARAGE STEP—UP NON —BEARING 7 GARAGE DOOR FOOTING PAVER RECESS SCALE: •I'-0' � SCALE: V2'•I'-0' 9A ENTRY DOOR GALE. /2'-1'-0' SEE MANUF. PRODUCT DETAILS FOR' MIIMD SIZE AND DEPTI ? O° RECE89 FOR BGD. TRACK d w VARIES FINISH FLOOR - z STRENGTH EPDXY W EMBED. MI 2 _ 8 N > E (3) 5 REBAR • 2 TORY Q ` OUTSIDE REBAR TO BE > tl°c -Z CONTINUOUS da d 2 ' 3 IR' CONC, RE w, W/ 6'x6' WIAAUL4 WLF OR FlHERMESH ON 6-MIL POLY ETHYLENE VAPOR - d1 A BARRIER ON WELL -COMPACTED - _ CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP TYP. RETROFIT FOR SLAB AT S.G.D. 11 SCNE:1'. A OMITTED DOWELS R REBAR LAP AT F OOTING TIE VERTICAL MBAR TO RIZL I010' REBAA R W/ HOOK GROUTED BOND BEAM VARIES PER ELEV. d ia L ° e ea CLEANOUT REQUIRED FOR INSPECTION b ' E , tiT. 0-0' FIN FLR l (0 5 VERT. POUEL LAPPED W/ BOND BEAM - p TIE VERTICAL REBAR ° TO HORIZATIONAL (U 5 REBAR AT CORNERS f1EBAR W/ 10' HOOK LU/ 25' LAP MN. m0 TYP. REBAR LAP HORIZONTAL/ VERTICAL AT LINTEL CORNERS FOR0CINGN C SCALE; /2'•1'-O' A R C H IT E C T S Design Grouprinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �III"'llll ��ommo�v0oo SUBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA Nov 0 8 2PTI D T�: 11/8/18 s AT: 1/4"-1'-0" NOTE: LT NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. DO NOT EXCEED �' ❑ DO NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK I' DRYWALL" DRYWALL WINDOW/DOOR JAMB P.T. 1x4 or B'x4' MIN. Ix4 or Ix2 P.T, NAILER(SEE P.T. Ix4 A 5LO MIN. FASTENER SCHEDULEFO(SEE WINDOW/DOOR R A ATTACHMENT) DOOR CASING FASTENER SCHEDULWINDOWIDE FORAi?Ac�h1EINT= Ix4 or Ix2 P.t. NAILER 4 BLOCKING FASTENER DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and 9 18' O.C. MAX P.T. Ix4 or'x4' MIN: PER MFR'5 SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (I) �&' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+4" or +4") WINDOW TO BLOCK (+3") 6' FROM EACH END and ip IS' O.G. MAX or DOOR JAMB TO BLOCK (+4" or +%") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 9 18' O.C. MAX 4A SCALE: I'=I'-(D' 4E SCALE: I'=I'-0' MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 114 NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) TAPCON ❑ DO NOT EXCEED' ❑ DO NOT EXCEED' (MIN. EMBEDMENT I J')8" FROM EACH END and a IS' O.G. MAX 8' CMU BLOCK ' DRYWALL or ' DRYWALL 8' CMU BLOCK (1) DRIVE PIN, 8' FROM EACH ENE) and P.T. 2x �a (SEE WINDOW/DOOR JAMB BLocKMG Ix4 or Ix2 P.T. NAILER P.T. or Ix4 'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C, MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING �6' OSB (4' WIDE MIN.) MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENT) MIN. HEAD SIZE 300 MIN. EMBEDMENT I ' DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL SHINGLES OR TILE (PER COMMUNITY SPECS) DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and g VOL. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: MEKI INSTALLED PER SECTION R2I05 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 4') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 ) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and .9 18' O.C. MAX 4B w/TAPCON MIN, I' EMBEDMENT INTO BLOCK METHOD PER 'NAILING SCHEDULE') (2) DRIVE PINS, 8 FROM EACH ENE) and SCALE: r=r-m' E-ENGINEERED ROOF TRUSS 6 18' O.C. MAX 7 EMBEDDED STRAP AT'i OR BLOWN -IN INSULATION WINDOW TO BLOCK ( /6 MIN. SHANK SIZE .145 ") MIN. HEAD 51ZE 300 (PER PLAN)- � (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 716) MIN. EMBEDMENT I ji Ll SHIM AS NEEDED C4F SCALE: r=r-0' TO PLUMB JAMB. METAL DRIP EDG ELLP' GYPSUM BOARD OR �' HIGH ❑ DO NOT EXCEED ' SECURE TO w/ (2) ' TAPCONS 2x6 SUB -BAN STRENGTH CEILING BOARD 8 CMU BLOCK VENTED ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 9 18' O.C. MAX ER PLv _ (SEE WINDOW/DOOR JAMB BLOCKING CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �y' OSB (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED (2J DRIVE PINS, 8' FROM EACH END and DOOR JAMB /WINDOW ATTACHMENT PER MFR. PER PLAN) DOOR CASING IS' O.C. MAX SPECIFICATION) (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS 7I' 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 WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or ' OSB) DOOR CASING lR-VALUE PER ENERGY CALLS) b SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: PRECAST OR POURED IN w/ �' TAPCON MIN. 14" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS V FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR) ' GYPSUM WALL BOAR) EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH ' TEXTURED CEMENTITIOUS I)15 REBAR VERTICALLY IN 15 PER MFR'5 SPECIFICATIONS) END and 9 18' O.C. MAX COATING MIN. (PER ASTM x CONC. POURED CELL WINDOW TO BLOCK (+1 /6) or C926) OVER GM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH ENE) and S' CMIS' O.C. MAX ' P.T.P'TFURRING STRIPS o 16' O.C.oc4C SCALE: r=r-0' THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 141 NOTE: ' WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 " TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) P.T. (z) 2x6: ONCRETE SLAB DO NOT EXCEED' O4G SCALE: r=r-0' SECURE TO BLOCK wl (2)' TAPCON5 (SEE FOUNDATION PLAN FOR SIZE 1:1(MIN. EMBEDMENT 1 J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX c XTERIOR WALL FOOTING �" DRYWALL or UPLIFT UP TO 1,115 Ib (SEE FOUNDATION PLAN FOR 51ZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) 51MPSON HtS20 wl ll0) 10d NAILS TO TRUSS 4 (SEE WINDOW/DooR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) 6 IS O.C. MAX 2 SINGLE STORY SCALE: 3/4'0-0' FASTENER SCHEDULE FOR ATTACHMENT (4) J'X2 J' TAPCONS INTO BONA BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 i' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR i' HIGH PER MFRS SPECIFICATIONS UPLIFT UP TO 5Ib BEAM BOARD lR-VALUE PER ENERGY GALCS STRENGTH CEILING BOARD l2) SIMP50N HTS20 EACH SIDE OF TRRUUSS5 w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPGONS P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (1x or 1116' 065) (or EQUIVALENT INSTALLED PER MFR'S SPECS) --(MIN. EMBEDMENT 1 ') 8' FROM EACH w/ 16' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK FROM EACH END and and IS' O OPENING 22' x 30' MIN. — - __. _.APCON ,- END O.C. MAX or 1 2' COVER MIN (2) DRIVE PINS, 8' o) CASING A7 SIDE WINDOW TO BLOCK (+2 ) ATTIC ACCESS 1 „ z° APART a 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT MIN. SHANK 51ZE .145 SCALE: NTS. MIN. HEAD SIZE .300 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D SCALE: r=r-0' S SCALE: RTS. MIN. EMBEDMENT 14' PER RS>f07•I OF THE FBCR 2011, 6th EDITION BOARD (TYP) A R C H I T E C T S Design ro u p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � Lom�omomom� SUBDIV. & LOT: OAKLAND LAKE (LOT 61) MODET. 1452 )MOO-01 PROJECT*: R5025.061/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA iUo11 Q 8 F C 11/8/18 :OCALE: 1/4"=1'-O" 1 HEFT D 2 R" NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %,' O.S.B. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS 9 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL V CDX EXTERIOR PLYWOOD or 1532' APA-RATED 0.55. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 9 4' O.C. Oil SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS a V O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. EXTERIOR WALL SHEATHING fib 0.8.B, or PLYWOOD or Y*' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS m 4' O.C. a PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS 9 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %" .131 110,000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NAILS 6 4" O.G. TOP 4 BOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING 1+ 4' O.C. MAX IN FIRST (2) FRAMING SPACES 9 EACH EN PRE-ENGINEERED TRUSS or RAFTER ,. II BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C Sd RING SHANK GUN NAILS m VOL. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) CSd RING SHANK GUN NAILS e 12' O.C. IN FIELD or 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS tv 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SECURE TOP PLATES m/ 16d COMMON NAILS e 4' O.C. 2-ROWS, STAGGERED NOTE: x DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 SCALE: 3/4'=I'-0' A R C H I T E C T S Design p I oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIII,II �eamommmmo� SUBDIV. & LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00— 01 PROJECT#: R5025.061/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 1/4'P=1'-0" 1 M) VTCR of (1) 6 EA �' O.C. M; TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=P-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 1 I o� ECURE 2x(o MIN. TO BLOCK w/ (2)y' x 9" ANCHOR BOLTS w/ 2' _ B WASHER SE NIG T IN 5IMP50N or USP H STRENGTH EPDXY IMIN. 6' EMBEDMENT) o ECURE 2x6 MIN. TO BLOCK w/ (3)y' x 9' WASHER SE ANCHOR BOLTS w/ 2' T IN 5IMP50N or USP HIGH STRE NGTH EPDXY (MIN. 6' EMBEDMENT I GARAGE DOOR BUCK ATTACHMEN T SCALE: 3/4'=1'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) SECTION B SCALE: N.T.S. 1' MIN. /-PFIE-ENGINEERED TRUSS $' GYPSUM BOARD OR J" 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/ 10d MASONRY NAILS e 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD \_____3 W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) m 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE o 12' O.C. 3 SW BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ IOd x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. 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'-V-0' (1) 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)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design 10U plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III'llll'I', SUBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 $fiv1^ /SCAT : 1/4"=l'-O" 1 SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH Q 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT 5TAPLE5 W/ 3/s' LEG MAY BE USED TO TEMP. 5ECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE &PACED 6 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM G1063 1.10.1.4 NOTE: I. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE 3. BLOCKING 6HOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHE5IVE DIRECTLY TO 055 AROUND PENETRATION I' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEA5E LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHE5IVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER 5HALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A STEP I INSTALL FA5TENER5 (CLIP6, 5TRAP6, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: N.7b. W TO 8' W TO 8' s" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT.)O.C. MAX AT 5UPPORT5 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 5" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.iS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITION& U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FL.A5H 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 6HEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FIN15H (5EE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE 5ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU 5HEATHI WRB 01 TAPED T SHEATHING w/ WI *2 OVER TOP. WF 12 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 SCad.E: WOOD SHEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP 5HINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCE: NiS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) 4 (o' /a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A6TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S pDesign 1 )t Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��omeomv�vv� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-Ol PROJECT}: R5025.061/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA ATE: 11/8/18 C ALE: 1 /4"=1' - 0" SHE�E��T� VV AI A R C H I T E C T S 8" THICK, 3 COAT CEMENT PLA5TER STEP FLASHING OVERLAP5 KICKOUT DIVERTER ]"MIN. 5TEP FLA5HING FELT UNDERLAYMENT 5HINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2" BELOW 5HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: IN5TALL KICKOUT FLASHING AT BOTTOM OF ROOF 8 WALL INTER5ECTION5 WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. I %" ABOVE 5HINGLE5 SELF -ADHERING FLA5HING DRYFLEKT KICKOUT DIVERTER IA WRAP KICKOUT DETAIL 5 SCW.E: N.TSN.TS. " ^~ " " ^ ^ECE I VE 1 AT OF SHER- CRETE ;ONCRETE WATERPROOFER or ;oAT PRIOR TO ELEC. METER �)N (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY 5EALANT AT TOP 4 511DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE:NTS. 5EALANT ON TOP 4 511DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY51LEND FOAM ("GREAT STUFF" OR SIMILAR) �FLA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLA5HING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOU5 BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 5IDE5,/4" 5EALANT @ JOINT5 ALL AROUND 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6A)�DR�Y%�RV�ENT�AME)FR BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL BUILDING PAPEF UNDER "QUICK FLA514" CVENT PENETRATION A SCALE: KTA WOOD 5HEATHING WRB LAYER #2, FORTIF15ER WOOD WRB LAYER 01, BUILDING PAPER (OR �.ON5TRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH 5HEATHING WRB LAYER 02, WOOD S/8" TEXTURED FIN15H a WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR 8" CMU MEMBER 1@ 7" O.C. MAX APPROVED EQUAL) = � YS" TO %` MID -WALL 8" THICK, 3 COAT CEMENT ® WEEP SCREED WOOD FRAMED PLASTER 6" WIDE STRIP SELF WALL Ys" TO 7/S" MID -WALL ADHERING FLA5HING, CLEAN WEEP SCREED MA50NRY BEFORE APPLYING 6" SELF -ADHERING FLA5HING TEXTURED FIN15H @ MA5ONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED �C (FRAME TO FRAME) � (FRAME TO BLOCK) l / A 4-At F• w ra 1 / D SCALE: N.TS. NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY 5EALANT AT WEEP 5CREED END TO END JOINT5 CUT ENOUGH PROTECTO FORM FLASH I PIECE5 TO COVER BOX 4" PA5T EACH 511DE. 5TARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLA5H I IN A 51NGLE FA5HION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLA5H I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLA5HING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ,qTFP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINT5 AND INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) 5EALANT a ALL 511DE5 DRYER VENT (BLOCK) V D SCALE: KTA PER FBC R103.1.1 EXTERIOR LATHING AND OL45TERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0G a G WOOD SHEATHING lJ�Z T1 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.7.1 / A5TM C-847-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PU5H THE PROTECTO FORM FLA5H I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCC0/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: N.TA STEP 3 Design py 10uInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 �"III"'II ��ommo0v�om� E 8 C6 E O cu SUBDay. 7LAKE OAKLAND(LOT MODEL: 1452 XXX00- 01 PROJECT-u: R5025.061/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV fl .V '1'l E: is/8/i8 WA2 WOOD SHEATH WOOD CONSTRUCTION %" HAT CHANNEL W/ %" TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT - CEMENT PLASTER WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM6l-WFWC-l50 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-150 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #i, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 'li \ HING WRAPPEDDHEREING S CORNER OF CANTILEVER X-AMICO AM6(o-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) NVOPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LAYER $1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD I 2x FRAMING MEMBER �$" THICK, 3 COAT CEMENT PLASTER NOTE- CORNER BEAD FA5TENED TO METAL LATH- LATH TO BE 3 SHEATHING o 1° O.C. MAX. �i PER FBC R103.1.1 / ASTM m x x x x C-841-09, MIN. 2.5 L55. PER I WRB LAYER1, STUCCOWRAP 50. YARD (UTILITY OR 1 (OR APPROVED EQUAL) NOMINAL LATH DOES NOT WOOD SHEATHING MEET 5PECIFICATION5) LX METAL LATH WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL)_ 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A scALE: rLTs. ' —WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) *,`,�LCOERNER BEAD C FRAME CORNER BEAD (FA5TENER 4 SPACING 6 i" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT �CORNER BEAD C BLOCK 1 �ll SCALE: KT.B. A R C H I T E C T S Design p 1 0 U ITlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�I"IIIII'I L v�oov0ovv� E 8 E '.mac c L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 61) MODEL: 1452 XXX00-01 PROJECT#: R5025.061/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 8 7l, 11/8/18 SCIALM: 1/4"=1'-O" 1 WOOD 5HEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLA5HING DRIP CAP WINDOW FLANGE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER G " SELF -ADHERING FLA5HING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW C13'��(FRAME, NO BAND-1 SCALE: V.S. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR l APPROVED EQUAL) METAL LATH (ExPLopp s" THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBEF BUILDING PAPEF (OR APPROVED EQUAL, METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING PR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LODED� $' THICK, 3 COAT op %RITY) CEMENT PLA5TER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW F : N.TSRAME, W BAND 1 JD SCALE. METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLA5HING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD 5HEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER 6 STUCCO TO 51DING TRAN5ITION--\ 51D ING -7 ➢d GAP TYP CASING BEAD To TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING �WRB LAYER 01, 5TUCCOWRAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 1 t SCALE: N.TS. l CROSS-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WfR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) GA51NG BEAD CASINGAND (FRAISED @SCALE: N.TS. B WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER r- III THICK, 3 COAT 8' THICK, 3 COAT CEMENT CEMENT PLASTER PLA5TER CASING EA METAL LATH SEALANT METAL LATH CASING BEAD ro wiNDow WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER 12, FORTIF15ER . .. BUILDING PAPER (OR APPROVED EQUAL) LURB LAYER 01, 5TUCCOWRAP — E-Z BEAD VINYL (OR (OR APPROVED EQUAL) APPROVED EQUAL) CASING 6" WIDE PEEL 4 STICK (W/%S' FLEXIBLE PVC BACKER OVER FLANGE L � ROD INCLUDED) E-Z BEAD VINYL WRB LAYER #1, 5TUCCOWRAP 2X FRAMING (OR APPROVED EQUAL) CASING MEMBER (OR APPROVED EQUAL), lW/%8" FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING INCLUDED) MEMBER / *APPLY FULL BED OF 6" 5ELF ADHERING FLASHING SEALANT BETWEEN — WOOD SHEATHING FLANGE 4 BUILDING WRAP (/� , EZ BEAD WINDOW CASING � 1 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 '�I"IIII"I L 0moo0vvvv� svBDIV. & LOT- OAKLAND LAKE (LOT 61) MODEL: 1452 xxxoo—o1 PROJECT: R5025.061/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 BA I' ATE: 11 /8 /18 SCALE: 1/4"=1'-O" SHEET V V � A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP j" SCALE:NTS. (FRAME) APPLY OSI I42U (OR EQUAL) SEALANT WINDOW/CMU JOINT. tEMPORARILY^' '� "a it SECURE HOU° "". " P UNDE FOLD IN AT J� SLOPE INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW 51LL FLEXIBLE FLASHING DO NOT 5EAL BOTTOM FIN ALIGN FLEXIBLE 5ELF-ADHERING �54NG W/ INT, EDGE OF 51LL R.O. MECHANICALLY FA5TEN FANNED EDGES. (CAP NAILS, 5TAPLE5) STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING A5 THE FLASHING AT THE 51LL 01 Fir- v NOTE: 1, IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIAL5 USED DURING CONSTRUCTION. (0" 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP Ll t FJ1 MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK APPLY 3/8" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS " ' .I APPLY TO BACK AILING FLANGE IN PUNCHED HOLE5 OR 5LOT5. 5UPER STRETCH BUTYL FLASHING . 4-1.:. AND DAMS REQ'D. AT EACH END OF SILL J5EWRAP DOWN 8 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING 5TRETCHA5LE FLASHING 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND 5QUARE f MANUFACTURER5 WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHE51VE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP BT-20XL OR APPROVED EQUAL) s" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME STEP 5 � 11J1 v MIN. TEXTURED EMENTITIOU5 COATING ,VER FRAME FLUID APPLIED FLASHING (LANCO ' 2. INSTALL ALL MATERIALS PER v v v v WHITE -SEAL RC-865 OR EQUAL). MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME 5PECIFICATION5 8 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS") (MIN. THICKNESS a") (MIN. THICKNESS") REQUIREMENT5. SIDING LOOK SIDING LOOK .; ..::F ORLANDO/TAMPA ORLANDO/TAMPA WARNING: 5EALANT5 AND 5ELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL TO EXTERIOR FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT "MINIMUM STUCCO THICKNESS 1 i7 SCALE: NTB. A R C H I T E C T S Design Y 1 QU Islnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIYIII ��oma000000� E 8 E O r C O L SUBDEV. 8e LOT: OAKLAND LAKE (LOT 61) MODEE.: 1452 XXX00-01 PROJECT#- R5025.061/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Nov 0 8 D E: 11/6/18 S A.LE:1/4"=1'-0" VV A5 J1 J3 J5 B1 B2 63 84G J4 J2 1:� 10 I m tV N lV p 0 J4 a J4 I J2 J2 4, �6 u7 [p r0 t0 V) UD •4' N N d� N � o fV (V N 'd' aD .O a N 19 -4 4 -8 16 -0 A J1 J3 J5 A8G A A6 A5 A4 A3 A2 Al A2 A3 A4 A5 A6 A7 AS C1 C1 C2 C3G J4 J2 �6 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8, _ 8„ ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 E) THDH26-3 Q i'JD RT16A CONNECTION BY BUILDER REVIEV&D ❑ REVIEWED AS NOTED REVISE& RESUBMIT QREJECTED/RESUBMII ❑ NOT RETIIEWED ❑FOR YOUR iNFOftMA1101. Submittals are reviewed for conformance with dasigm ml.• sod general compliance with the Contract Documents ant. Notations Do Not Authorize Changes to Contract Soo Reviews, Commoots and/or corrections does net relieve it,, Contractor from Compliance with the Contract Documents i he Contractor is responsible for confirming Red colrelalirg au quantities, dimensions, tolerances, clearances. faontaoon processes, techniques and sequences of consl1ucl1D11 compatibility of materials and materials co it h 0 of tnen work with other trades and subcontractor (formancd of work in a soft and satisfactory answer Of full compliance with Me Contract Dormsaltss. ffml _u 11� �,%%O"tk M kcz,9lF SF., l� Z- No, 76051 ST TE 6 �` %�.`4yC31V-ALA' ,•` .. S���a/ems 5 M -0" BRG. 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. 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 RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDUNG, INSTALLING 8 BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TM). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION To PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE 0 CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO P -1 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity: IOU MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 115 ft. Baton M Btwkly Shuct Ena 176051 2590 N. KINGS HIGHWAY FT. PIERCE. FL 34951 (772) 4e4-41aO Trusses shown on this layout are a component part S of the building and show truss location. _ Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COMPANIES, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ULK: DESCRIPTION: — 1275 Oakland Lake Circle f l a n — 1452 E i e v. SCALE: DATE: DRANK Or. DRAWING NUM80h : Oakland Lake 3/16"=r-0" 5 22 2017 dhc 1452—A zr tl a4