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HomeMy WebLinkAboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION o ) CS COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT S XXX0 0 — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN — ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS ya n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - GROUND _WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' Topogr4phic DESIGN Frost line DESIGN IUNDERLAYMENT FLOOD n FREEZING (ANNUAL LOAD (mph) effects` CATEGORY` Weathering 1 depth' Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' Very N/A 160-C N/A Negligible N/A Heavy 45 N/A. N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.9S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES 1ST FLR. LIVING 1122 SQ. FT. DATE DESCRIPTION • OCCUPANCY - RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB TOTAL LIVING 1, SQ. FT. FT. • MIN. INTERIOR FINISH — CLASS C ENTRY 34 SQ. GARAGE 432 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II TOTAL 2,155 SQ. FT. • EXPOSURE CATEGORY — EXPOSURE C PATIO IS SQ. FT. • 1—STORY RESIDENCE — CUBIC VOLUME LIVING 153-11 SQ. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • 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" 56'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 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. SCANNED EW 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 CODE C— 0—M.-PILLANCE GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H IT E C T S Design ro u PTLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �oo�vo��ooJ SUBDIV. & LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: COVER SHEET ku 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 6/18/19 d/CAT :1/4"=V-0" SHEET C S OF C) GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2, THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.B. BALCONIES 40 A.6, DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS JPSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS C.I. "' MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301..6 OF THE FBCR, BTH EDITION (2017). D. ROOF DEAD LOAD (PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES. 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KO) 0.85 EA. INTERNAL PRESSURE COEFFICIENT(GC_pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD IPSF) F.I. GUARDRAILS AND HANDRAILS 200 F2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. 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. 6. 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. 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). 14. 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). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. 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 1. 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 2. 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 3. 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 0OR CLASS i DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. 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 518 -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 %CINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2, 3. 4, 5. 6. 7.. 8. 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-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 Y" THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO SE 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, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. 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. 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. B. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017), I17S7al SGlV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED. IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606OR WITH THE PROVISIONS OF TMS 402/ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN ''%INCH AND NOT MORE THAN "/.INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ORVERTICAL 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, ACI318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO 2.26INCHES (13 TO 56.MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 30 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 ASPER 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.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER Y44" D. BEAMS & COLUMNS: - D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1v 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, IN ACCORDANCE WITH NEC 210.50(G)l. lfl1T1114 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) R NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C. 1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: DA NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: El. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,ODO 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 INCONTACT 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 7I16' GSB EXPOSURE-1 OR ill" 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 6M' 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 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 1PP COX PLYWOOD OR 16n2" APA-RATED O.S,B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.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 ANSI7fPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21, MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WI NDSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. DI 1 lRA01\I/_% 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 °/4" PVC (SCHEDULE 40), INSULATED WITH W AMIAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/4" PVC (SCHEDULE 40). INSULATED WITH''/V 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 NE 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 ASTMC-1063-1 to & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 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 Tl1.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY CONTROL DATE: 05/18/18 A R C H I T E C T S 144111. KVNALU F LAUAIN GLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII'llll Lmm■v�mmm0� E 8 W E O C L SLTBDIV. & LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00- O1 PROJECT#: R5025.033/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 4TE: 6 /18 /19 SCALE: 1/411=11-011 SHEET G NOF SECURE STRAP TO GONG. W/ (2) 3/16'4' TAPCON5 3 1/2' TI CONC.SLAB 51MPSON WB ROLL STRAP OR EQUAL SECURE STRAP E TO UNIT W/ (2) 05xl 1/4 SHEET METAL 0 SCREWS A/C CONNECTION TO PAD DETAIL 1/45Wx36' STL. POLE ON 1/4'x&' DIA, SASE C2J I/2'xb A.R. d '7i� I� BOLLARD DETAIL 2'VTR KITCHEN 2'VTR SINK W/ AUTO VENT �f I z J�2 111/2« I I�z I I12 I I 11/2 I TUB W.G. LAV 2 HOW1,I 20 2. I 3' 3' 1 W.G. 2 1 LAV I 2' I TO MA II VA PLUMBING RISER DIAGRAM I d ►►11IM-0 FOUNDATION PLAN - SCALE, 1/4 = 1'-0" 'ELEVATION A' REVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY RCCc A R C H I T E C T 3 Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �z F ry � V W a A A ti F A � co co it co m SVBDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 moo—o1 PROJECT#: R5025.033/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT= STATE OF FLORIDA ASG DATE: 8 /8 /19 ' SCAT :1/4"=1'-0"' SHEET or A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 �"III"'ll �moo�amo0� E 8 E co L SUHDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ATE: 6 /18 /19 I/OCATE: 1 /4"-1' - O" SHEET 2 OF WALL LEGEND &'-8' 5LIC SRG. SHEAR WALL SEGMENT UJOOD FRAME BEARING WALL INTERIOR: 2x4 UTALL Ib' O.G., UNO. EXTERIOR: UIOOP FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO IJ TABLE N/93 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME IUALL: 2x4 ® w 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 LENGTH TYPE COMMENTS NO. L-I 6'-6' 8/16-5-(U.1/(Ul. FmOTIRESSED L-lA Il'-4' 8/28-5-flUKUL L-2 4'-6' 8/24-5-(IUKOL L-3 4'-6' 8/24-8-(I)JKV)L L-4 4'-6' 8/24-5-MUKO L L-5 l'-S' 8/24-5-(IAJ/(11L L-(o 6'-/c' 8/24-5-MVI L L-1 4'-6' 8/24-6-(IXU(0L L-8 4'-6' 8/24-6-fl)V0X L-9 4'-6' 6/22-5-0)VOJL MCESSED 44kZT-44nlGTEr LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 6'-6' 8FI6-16/IT L-IA Il'-4' MB-154T MSTRESSED L-2 4'-6' SF24-05/IT L-3 4'-6' 8F24-054T L-4 4'-6' M4-05/IT L-b 1140' M4-15/IT L-6 /o'-6' M4-154T L-1 4'-6' M4-05AT L-6 4'-6' M4-05/IT L-S 4'-6' M2-054T I FA-ECESSED LINTEL PLAN SCALE: 1/4 = V-0' 'ELEVATION A' rhE 'Ai E.i? J 1 `l ,i`i A R C H I T E C T S Design 1 O U ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, a bd esigngrou p.com AA #: 0003325 r � Liommom0oom& sUHDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 moo—o1 PROJECT#: R5025.033/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Art D TE: 6/18/19 SCALE: 1/4"=1'-0" SHEET 3 or SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS D rK=I­VI a-LIN I CLO VAT= LVNv tLca(P 1/ 4c--4 fff GRAVITY OVERALL LINTEL LENGTH & (P G @B eFi 8 Co C, - L @5 (TYPE OF LINTE) BNB- 6 P.F DIIi 8F D IY 2 O r 5 1 vi,2 B Et)L 3 9 l= £ f-a-To 31-6'(PRECAST) 2131 3Oa9 4fi05 c1.3 L�l L f9- IILD3 i'-l'TO 4'-O'(RZ T) I%6 -nll a6O5 21b - 15-1 L9l 4li9 119v9 '£d F' - I' TO 4'-6- (PRECAMD sas . a=, - -- �ti 2oa ' Tsil 1ID:e 1L s m e 1:: 14 99 4'-1' TO V-4' (PREOAOD I2n Ws D 3q°JL _ l' 6ib6 T l DJv - Cb !' 21 1 I'D i'-5't06'-I0.(PREDASD Mi62 ell=-1,ao 116a .D31 &026 a 132, 1 ll 3J 2 9-11' TO 6'-6' (PRECAST) too In' III I I'll li9 -. 1 1 4. c-2 �-s 2:.5 b O 2t-._6 IWL :I?I L'. b 1 TO 6 ST) (PRECA l 43 5B4 .a ., III 63 _-.__ T129 IICI. 2E61 2 - _- I095 ) 64 5v61 e5E 6n1. 1'-I'T09'-4'(PRECABT) -52 I24l 9?a 8 3 25.1 2. 86 -ill 4lp'i Gi 63-0 ]536 b 3'-6'To '-6- (PRECAST) 4T5 - 0 2 5 1012 '4-_ ---- 5}3 J£6 2D93 1046 � elel 9643 3 = 4 P4'- 4D92 0'-l' TO II'-4' (PRECAST) 36] 58 4 3Jl _ L J-_ 366 J 4 _ IE46 ]4 3 2H3 3JI ]N@ 4006 a562 I'-6' T012'-0' (PRECAST) Sill`� �^ 54FJ K-1 54 _- D 166E __. _ k2H 296 IE..O _ 2.05 2316 i M 'B'65 3'-1' TO W-4- (PRECAST) 3% 4 35 ffi1 142E B55 nis 2B03 3'-5'T014'-O'(Ph'EGA9V 1l9 1 ne D6lool I tS N2 169T NI YI'1 \R 69@ IIIAll?TP Nn \ 14'-8' (PREBiRE68ED) NR r E Bs i3L. NO2. NA 1e45 NR Sn IT 1 212 ) an rv1 nk III, 4'-9' TOW-4- (SnESTREssED1 NR I- p 412 '10 11250 F33 NR_ 2288 Ne 23'4D `:R- 25-a NR N rv' *rz 5'-5-TO n'-A-(PREVRESBED) NR �00 Nv 5aL N,, @ \A UX6 N2 I6 m9 N. 104u \R - 1294 4R T-5'T019'-4'(PRE6TREBBED) NR 235 N b.p -. 50 \R 1.1@3l N2 I]0 N 3G \R_ T6 4R 9'-B' TO 21'_4' (PRESTFE08EDI NR REP aA' 95 E4s Ilc 359 -NR N^ \F 1R Ni N2 \R i'-B' T02]'-0' (PFE8TrE60Ep) NR 165 -- 515 ne 550 \R ',%4 NR I@41 Ne 1 " NR Ne 32'-1' TO ]4'-0' (PRE8TRE89ED) NR (�129 '<50 ) 45D _ 6$4 0$ AAcc I YATYA n rake a•cocceaT 11-1 INT=l A C L'=LIFT LATERAL OVERALL LINTEL LENGTH ,11s �. -T 21 T DNB also Rom (IM GS LINTEL) 1363 aa'Ia .I G a 9-.T 0': 0-'P. a BF521-,. _. `•: 1001 'J'-B' TO 9'-6' (PRECA9T) 1y69. ?63 3e' 26 ID 60 ,YIDS /J6a 2`t4© l@ I SiA � 61' - 51 6019 Y T"0 60 9 .- 3 f 1025 1024 low s-T TO 4'-0' (PRECAST) 165 16, 1309 4--I'T04'-b'(P�cAOi) 'ab 1 .' 592 Dal 1013 q1 A ^v!6 2 40 21rrJl 11 - 6 lb i 4 1 & 20d0 d3 9 3 P l 4'-I' TO 5'-4' (PRECAST) 411 411. 743 340 33, 616 5'-W TO 5'-1V (PREDAST) 1 1 Jea d -O'1 41' Co Ba5 all 90!C 20, All, I COI _ -ilia 6111 - 5'-11' TO 6'-6- (PRECAST) Sol 121 4$2 1 -O- I- abs 2 s'-1' TO 1 -6"IPRECABT) _ _ 4,4 534 sea l21 "I 1 6; 4 -LOW 5E e12 - Roos _ bS . . T-1 T09'-4'(PRECASV 59� 062 518 L In<4 iY� ,' 1 ...9 11 326 512 230 39 9'-5' T010 -6" hk2GG 53mAllRIB@ sa ea¢ I .S ] K. l 10 s 184 4 IBC of To 11'-4- (PRECAST) 94. aOl a41 3 05 21B 5e 9 260 482 R.4 e4 I'-5' TO 12'.0' (PRECABD. .--.. 5- 28 6 ry __,_. ell .. __---_. U61 as 'l T N,e 65& /;112. S 5e' VD54 1220 244 402 b1 12'-I' TO IJ-4' (PREGA9T) 3n 924 110 13'-5'TO 14'- O'(PRECA9T) 4,D-- 4b .39 2 @ &12 r 358 T 2 9l5 1191 206 293 100 14'-1' TO I4'-8' (PRE6TFE85ED) R-6 - b6B�9BI - _ 13 6� 'I I@.5' NR 204 91 (PR-c6iRE98EP :44_ 3 .ba 368 4BH fill __ .08 1240 46@ 16.. NR R69 83 Iel 4.3 ea5 52 63E 56 e 1W-5'TO n'-4'(PRE9TRE99ED) R- 306 _ i 306 4a I@D5 2lI _ JLT. NR IN 64 Ili-5' TO 19'-4' (PrEOtRE89_D) 9 -1e6 lWla E 429 1 S= E 14'_ b23 �841 69 KI NR 140 51 ]a -.5- TO V-4' (FRESTRE58ED) - - 142 - @4 l e =ea - '-' 3.3 III- s 6s5 - NR C5 @ 9 PRE RE P 11 95 - -23 S52 53 OZ% I � 54G _., b63'f F.30 9BB NR 11, 40 22'-I'T024'-O'(FREBiREBBEP) la4_ 9 'br-' r ___ Net 9 30 134 292 eL ..5 NovIA BT6 R°F=RFGAST Ill/T'RFCFSS DOOR U-LINTELS SAFE LOADS (LEI "M GRAVITY OVERALL LINTEL LEIY=TH e(soLoll efFlOLOB U. BR'I5.0B Bfa 2�oe BFs26 o naI t0-aS (TYPE OF LINTEU BFti6 11RF6 1E(; -4? }955 Blom 4349 532 to a 9Rr 1 5 is -__ ,1 D. 3 l=6T 3`-b' TO 4'-4' (PRECABA K35 F EAl w 15A6 3%3. 2991 -"6b49 Lela &:'6D 4 4 Al 9 ffiCro ' 4 0t 4'-5' TO A'-6' (PRCA9TJ E 1494 . o6 'a 1}T0. nil 6b3 1T 506@ d 34T 08.3 .4G Seal 4'-T TO W-6' (PRECAST) as. IIG c5a R63 b00 63@9 NAAlso 264 - l9 93 314 @0 3b + 5'-9' TO W-10' (PRECAST) ale [-119NEE "IDI 576E 3a0r W40 114 4I BT06. 3 T96@ 5'-11' TO b'-a- (PRECAST) "I �01 4, '= 4� 146a 01T6 4 9�19 16893_ i3 (PIRECA9T) 669 166 999 as. uDI 43 1 ^ 8332 . 0893• d I 31�6 T-7 TO 9`-6' (PRECAAD lag 411 dL � g3�.- ` Ills 1253 A36 SBgI. 8"PRECAST W/VRECESS DOOR U-LINTELS SAFE LOADS (LBS/FT) ^"W JF'_ FT OVERALL LINTEL LENGTH 3 -I FrIP Lrvr" IFI rS - rtwE OF LINTEU ma.,A @5 OFIC 6 .. fW- 17 8R=1B'7 v,7 r �a E f 51cF 6 T IT8,F,6 I 5<F'6 Rcr61 3'-6' TO 4'-4" (PRECAb) - -- Ras. l5l 164 ells 6 e 3£ a,b 1 � ua , - 9 3 P • �4 e_ 4'-5° i0 4'-6' (FKiECA9V -=1 Eel IF. la' 3 D 2 B 4943 - "A 69B 1013 5 y 13 -e 4 T, 4'-1' TO 5'-6' (P�CASD 645 6 19 DP p,A' f91 4" 401 Set 6 6 I� k V.S.TO S'-10' (PRECAST) '1133 3B2 381 616 655 I2a3 'l.tb 1259 325E i199 SlP 2 -Pao iYo 24e9 2L1� 5-II T06-e < Cd6 PRE T) 'S'1@ less 53p 19^@ .429 Cis - - 5 95 25P � 33:9- :6 t961i l aB 464 SD6 IIrFr 112 136 It.:_ i64i i'•9' TO T-b' (FRECA9T) ----- -- r - -- 509 614 363 5@6 393 690 4EB 136< 'i 6'> 126 L _..-.. labs Lob' P56' 2:hb ' - ...:1_ LS: :eC Jb@ - 3l0 2016 ID31 49@ rzl4 395 102 Im^2 T 1386 T n01 AST- RET� LINTEL SCHEDULE MATERIALS I. f'c 8' precast lintel - 4000 pal 2. ma prestressed lintel - 6000 psi 3. Grout per ASTM C476 f.'g = 3000 pal w/ maximum 316 inch aggregate 4.8 to II Inch slump 4. Concrete Mabomy Units (CMU) per A5TM C90 w/minimum net area compressive Strength = IBOO psi S. Reber per ASTM A615 grade 60 6. Preetra leg strand per ASTM A416 grade 210 low ris axatlon 1. Mortar per ASTM C210 type I1 or S GENERAL NOTES I. Provide full mortar bed. and Head Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/Or Structural documents. 4. U-Lintels are manufactured with 5 1/21' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for Ilntel derlectlon Information, 6. Bottom field added rebar to be located a the bottom or the lintel cavity. 1 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. E. Safe load rating based on ratiocal design analysis per ACI 318.amd AGI 530 10, The exterior surface OF lintels installed In exterior concrete masonry walls shall have a ooatlne of stucco applied In accordance with A5TM C-206 or Other approved coating. IL Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (latest) loads should be checked for the combined loading with the following equation: A41211 vertical load Applied horizontal load Safe vertical load ' Sara horizontal lead 12. Addtiori l lateral load capacity can be obtained b the Cool per b providing y 9 y9 additional reinforced concrete masonry above the Ilntel. See cletall at rlem: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE I/2' DER TYP (2) 45 REBAR 0 GR40 or GFI SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use Safe nominal ceannO. Exception: Safe loads for unfilled load From next lower height shown. Ilntals must be reduced by 20% if bearing length la 8. For lintels lengths not shown, use safe load from feel than 6 1/2 inc'rl next on9e5t length shown 2. N.R. = Not Rated S. All safe loads In units OF pounds per linear Foot 3. Safe Ioade P P are eU Brim C$eCI allowable loads. 10 All safe loads based on aimPy supported 4. Safe IoadS based on grade 40 or grade 60 field span. rebar. _. II. The number In the the parenthesis Indicates the 5. One 01 rebar may be, substituted For two 5 rebore percent reduction for grade 40 Field added In 8' lintel$ only rebar. Example T-6' Ilntel type OF32-15 safe 6. The designer may evaluate concentrated loads gravity load = 6412a, w/ 15 a reductioa 0472 From the safe load tables by calculating the (,55J = 5501 plf maximum re9i$t!rarmCmetlt and &hear at d-away from face of support. TYPE DESIGN,4TION �MINNB RREO'�P 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED �1AANTITY OF -5 REBAR AT BOTT1OMM`OF LINTEL CAVITY U = Q ;' C.M.U. (�'J}�11-/-��J 1� / in Z GROUT H h� 1 1 6in ll� - Z QUANTITY OF $ 5 REBAR AT BOTTOM REBAR AT TOP 41OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM REINFORCING -vJMINAL WIDTH 1-5/e1 PROVIDED IN LINTEL (VARI@5) 8' NOMINAL WIDTH LINTEL TxAI LI Type. 7'-0' PrcaAt 3'-1. Pistilli, Ramat 4-V Recent 5'-4' Rstilk S-4' Radar 6-6' psluo V-0' Rant 1l Ramer T.S. Ramat B'•0' Remet 6.4' RCt>t al Rader b'.6' Romer ll'-4' R.A RaNat Rams Praeet K-0' R 1"Sood 5.4' R Irssead T-4' Rubavea 19'-4' Rai6m>ed 2V.V Rae6a4ed 11'-4' Iol Na 1-4- Rmtreeeed 24'-0' Ravaeed NR = NOt Rercmmadso TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8= LINTELS SAFE LATERAL LOADS (PLF) I.,. RAN Vie, SOLID eas S%4 1168 2310 8 1614 Sao 1266 556 1163 666 1350 me bb 634 %4 617 4as SIB 1211 LINTEL SAS LATERAL LOADS lPLP) I total Lmglh Type B' DOOR HEADER PLAN B' DOOR HEADER SOLID Fril l IIl2 Imll 4'-V PrIsi WO SIT 4'4' Rac a>t %I B21 Rae3t 185 no 4-1. Racaet see HAD P KKt on IIT Fomel 504 %4 1'-V Remit 411 181 0'-8' Prol 396 664 9'-0' Pill RED 935 446 we 415 saw %1 V4 IN 146 211 ME 12 453 1% 620 R4 549 10 504 16 WIN 93 Sal NA 3A NA SW NA. 23 NA ITS NA se NA 31 NA 40 NA 93 LOTT S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (4m) it P11P r. • r. rt1- ..♦ �� N ..♦ w l� 8/8-S-(1) #5/(0) #5 8/6-S-(1)#5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r-- PLAIN OR SOLID LINTEL [8/16-P-#U/#L) ND, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: 1. CODES LI. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606 61 BUILDING FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION NCR ), SECTIONS 105). 4 2101, I.4. BUILDING CODE REQUIREMENTS CIVIL. E FOR REINFORCED CONCRETE (ACI 318-08J. 1.4, AMERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES fASGE 1-10J. 2. "eOVGR CR 21 CONCRETE GOM SSIAI STRENGTHIWOF AT E DAYS: RE PRE 3 LI. PRE -OAST W/FR TREE R EIINF EMENT-CEMENTPSI N RG E.1.2. GROUT PER ASTM TRESS REINFORCEMENT-( MAX.0m P51 ll't GROUT PER ASTM G416 - 3000 P51 W/ MAk. 3/8° AGGREGATE 8' TO II' SLUMP. 2$ REINFORCING BARS 22j. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM AIDS (GRADE 60) 0). :23. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A(GRADE 40). 2A, DETAIL RE INFO STRANDS ASTM A416 NCE WITH STRESS RELIEVED 210 K51 2,4 DETAIL REINFORCEMENT M ACCORDANCE WITH ACI 315. TABLE No I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 x 8' LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL 6iEEL NPILLED GRAVITY CAPACITY naL rm)5u GM T rlaL (Ilsu Oft Noel UPLIFT ATL CAU nnL rl)5u UPLFT S1. CAPACITY f115L (1Jsu eoncrt eAR TDP eaR GR4NTY caPxITY 1 b 1'-6' PRECAST (2)9 (2)4 4145 lose loss 02S Olsoo 3 -W 2'-T PRECAST (D IS (2) 4 2415 3831 M31 45 481E 4'-1. I'll. PRECAST (2) 4 (2) 4 1 883 1111 2111 3386 33% 41-6' 91-1' PRECAST (2)4 (2)4 INS 2165 2165 760E 160E 4'-8' s.4' MCA67 (2)S (2)n MD sell 2011 2421 2421 505 4-W PRECAST (2)0 ry bee 1661 IBb 5BI 5 b' PRECAST (Dry %0 V23 1 14 3 1410 609 6 el S-0' PRECAST M-4 (2)ry 140 See 14D9 6 6 W 5-7' PRECAST MIA 11)•4 (2)n 1b 02 IN DS2 le 114E 6 B 5-4' PR:CABT f2)4 (2)is IN IN IN Deal lRASS F% ss T-b' 6'-I' PRECAST (2)4 (2) is 510 91e 991 991 N75 BI5 bB2 UB' 6'-4' PRECAST (2) `4 (U4 %I Sea Soe IN 1041 6'-8' PRECAST (2)4 ON IS 518 902 9n2 112 954 8'-4' T-V PRECAST 1 (2) 4 (D 4 ADS Sel 851 64B 921 T-4' a-g?L PRECAST 1 (1)4 (2)4 416 126 16 499 ISO IS 9-2' PRECAST (2)4 f214 354 115 $18 3B0 1 613 II-4' O-V PRECAST (25 (2)5 %l l 311 601 4-0' 10.1. PRECAST (2)5 (])9 we 97S Ill 561 F 6 II-' 2 PRECAST (LS f )3 2 358 499 251 SR IS 4' p-0' PRECAST (])5 (2)3 456 45B IK 442' W.O.11-8' PRECAST (2)5 (2)5 43s AM Do a% 144 13-4' PREBTR-ESSED (2)4 UIR INI 48 416 230 446 IS -4 K-0. FFE8T�66Ep a)4 (2)4 31S 373 20 401 I1-4 is". PRESTRESSED M4 (1)IS 2% ADS 63 311 19.4' 18'-0' FRE61RE65E0 (1)5 (t)9 234 z14 BI ]54 20-0 16'-e' P4E6TRE65ED (2)5 (L9 Sol Zen 122 231 21.4 t0'-0' FRE8IFEBSEO (1)4 (1)9 Ili gT 101 308 11.0` 164 IE4. Ice So 14 -0' t2'-s' PRES'IRE%ED (115 f])9 NR 132 81 84 De No.- ACT rECOM IENI TABLE No a REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 16' COMPOSITE LINTELS LNTEL tEN'.=TH CLEAR 6PAN LINTEL TTFE LMIEL STEEL GRAVITY CAPACITY (0I5L (I)51 GRAVITY CAPACITY 6U5L MAXI UPLIFT CAPACITY all UPLIFT CAPACITY (19l (2�w1 BOTTOM BAR TOP BAR 10 -b C 2 3) 10000 m 100nm 0W sows 3 -6' 1-] PRECAST (3)4 (2- 5931 belle we wool Pill (1)4 C) ll 4261 OOpm 8139 10000 4'-e' 3'-1. PRECAST (2)4 fv4 %11 veli low babe 41-e' 3'4 PRICAST (1)ry (2 1944 044 6049 OOST 5'-4' _0 4'-0' Fall (2)9 W 1 4523 6431 6421 1041 El 6 3 3913 SO 3600 5430 D.C.PRECA6i ] 14 ) 9 115 4115 1%2 4411 6-6 5.3' FRECA9i (L'4 (1) 3934 3934 18Wi 4151 6 B 5.4 PRECAST 0)14 W 3119 3l1 2853 3919 7-6' 1 b 2 PRECAST f2)'4 (]) 1tn 2917 WX Sees T-r 6-0 PRECAST M-4 (I) 1196 1196 132 7931 B-e 6'-0' PRECAST (W'4 (U 2561 2581 1154 rip T-0' PRECAST (2)'4 DC 13% 23% Kos 7506 0'-0' FaSi (i)4 (3) Isle E69 1238 2055 b-6' 9'-2' PRECAST (2)4 t1) R21 n $A7 1695 II.4 10'-0' PRECAST ills 2 use V55 195 Sol D-0' b'•e' FRECAST (i)5 f1) E35 1335 691 IBIS 4 6' ILS' PRECAST (INS Sol 1251 634 R% a -4' 11.0' FREOAST (7)IS C) 1144 1144 545 IDS I4.0 I2-e' Fall (])5 (1) 1101 was ADS b3 14 8 13-4 PRESTRESSED (I)4 (21 K19 1419 451 also 11-1. 14.0' FREbTRE59ED !2)4 (2)9 U91 tl9 411 We tl-4 16 .0' FRESTRE59ED (Db (Cry 933 15 641 19.4 IB-0' PRE5TRE60E0 !2)5 (1)9 TB5. Too 260 515 10 0 18 B REST (DIs (11 29 779 43 19 11 -A 70'-0' FRESTfEw`ED (2)5 (2)IS 6 3 3 I 420 21.0 20'-B' FEES 6SED (2)is (1 591 Ism 304 14-0' 32'-B' FREBT,g58ED (1)5 0 *1 16I 330 TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LMEL TYPE LNTEI.. STEEL GRAVITY CAPACITY (V5L (I)5U GRAVITY CAPACITY GIST) (IaU uRIP CAPACITY (L'SL (I)9U URPR CAPACITY f715J BO1TIX1 BAR i0P EAR D 410000 3.6 2-I' PFECABT (2)4 (2)4 lew& 1=0 b0ce, 10B09 4 �01 3-6' FPELAST IV (2)S sees ]me imm 10'099 "'6' 3-1' PRECAST 11)4 WIG 4142 100ce 6541 Immnm -IiCV. 3-4' PRECAST (2)G (i)I 31% 10n00 Two 100e0 5.4 I-o' LAST (1)5 l214 e139 100@0 all boss 5-0 a'-1. PRECAST 6L3 (2)n SM& roe 461 W44 6 4' S'-,. FIRSCAST ill 4 11ry b151 6152 wall 1141 6-4. PRECAST (Il4 (])4 6350 b250 %45 65% 64 6-4' PELA01 12)4 2)4 SBI6 5$116 3441 6Ra T-6' 6.21 PELABT (1)4 (1) is 4512 4312 2636 4aze T.I.6-d' FFECA6T (2)4 40M 35se 4281 6.0 64' MC48T (2)4 (I) 4 3130 also 321E 3603 0'4 l'-0' PEG4BT (2)b G25 B420 3420 2018 See 214 2134 16b 2 M3 9'-2' Fil 0) 4 M n 7211 2211 123B 2 MB II'-4- Hill PRECAST (1)5 (2)3 12N 1031 2s09 R'-o' 1m'-B' PRECAST 3)5 (2)5 HIS Me 910 INN D'-b' II`-2' OAST 15 C)9 1661 we Tel 11 E'-0' CAST (2)5 (1)S 1501 EVE 5c1 113 K14 I I 12'-B' PRECAST (1)5 (i)3 Y099 5% 636 M23 11-8' 13'-4' PR29TRESBED (7)4 Dan 1093 IRS %T 1131 a 4 'a FFE9TRE88ED WIT-- WI G)4 Ill 1124 we ins n-4 6-0' PEBTREsso (2)-4 !I)4 73 1330 4n 514 II4 Hill PREBTRE66w (2)9 (1 ]as 1053 334 as 10.0' IB-B' PESTRE86ED !W5 (I13 9l9 9I9 sl 6 21-4- 10as' 1F4EBTRE60ED (])5 85I Ya1 T13 540 ]7 -0' 1e'4' 6TREB9ED (L5 (ll 151 151 251 1 Sam 14.0' 31-e 9TIESGED (L5I 659 am As I 4so TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LM1EL TrPE LINTEL STEEL GRAVITY CAPACITY IWSL (I, a'J GRAVITY CAPACITY GIST) (Inu UPLIFT CAPACITY OAL flAW LPLIPT CAPALITT (115L (2)SW a0i BAR TCP BAR I'-b I V P,cECA6 2) 4 ) Im000 10000 is= 11-11 _41 2 -]' PRECAST @19 (1) 4 $361 l0 10000 10000 0 2-B' PRECAST (L4 1)4 6I39 low, 100n0 10om 4-6 3-]' LAST f1)4 (])4 50T4 1=0 �e low 4 B 3d' PRECAST (U4 (])4 4653 Imn00 %9 bee0 5141 4'-0' PRECAST (2) le .(y4 law 1e000 T051 ]me 510 -8 4' CAST 0) IS _(2)ry bP31 one 5136 100c0 b-4 5-0'IRLCAGT (1)V l2)'2 NOT Ones 4154 NW 6-1.5-1'PREGAST (2)'4 (l)4 (D4 site um 4481 0913 6 -B' 5.4' PR'.LA9T (2P4 BIV 613E Swel 6616 431 3142 6420 647 14 6 2' RECAST R)-4 (2)4 1 8 6-P I PRECAST (S)id - (D4 f) sea 604 1 30se 6163 e-0 6-0' P,ECAST (3Y4 seer 6361 2003 %S3 B-4' 1.0. RECAST W-4 -aIn 4031 37 7551 W30 14 0'-0' RE PRECAST W-4 -(2)4 3120 3126 SIR Deal 10'-6' 9'-1' FRECAST W-4 (Dry Owl 2SS B20 see, II'-4' 101-0' PRECAST WIS - MID less 2553 419 26e4 12'-e' 10'-B' Pal (2)5 (1)Is 2WD 230E 1113 219I 12'-6' Ii4m PRECAST MIS (D5 1141 F4l 10l2 209e 13.4' 41-0' PRECAST (2)5 (1)5 1976 an "I 521 V o' IY-8' PFECABT We 221E IIIB IlIO 151 R% S'-4' F'IE9TR2%ED D)4 2345 2345 653 I283 15 4 K-0' PRE e5lb )ry 1136 2136 596 lilt n 4 16'-0' FIESiTEBSED @Y4 i1)9 1650 1 1650 464 tie 19 {' B-m' PREBRE88ED (7)5 C1 1310 1310 311 135 20.0 IB B' 1FEBBED (3)5 1)9 121 Ills SAT 606 21.4 10 0' PREOiRE (2)5 C1)9 10.2 1061 304 601 110 I0 •D' FRE01RE68ED (I)5 411E 994 994 565 24-0' ]2 0' PFEB'iRES9ED (L5 pE). 814 W4 239 1 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL Ull CLEAR SPAN LNTEL TYPE LNTEL STEEL GRAVITY CAPACITY (0ML Iinu GRANTY CAPACITY (151al)"U UPLIFT CAPACITY (1Isi lD51 UPLFT CAPACITY elui 2)5U doll BAR TOP BAR 2-b -6 PREi ones PRECAST (2) IS (1) onesIpb00 10800 4 0' T-l' 2 e' PRECAST (7) 4 (2) 4 1516 base b000 4-6 3.1. PRECAST (2)4 (1)4 Deal 10" b000 bolls 4 V 34' RECAST !I)n (2)4 less 10000 b0nm b010 5 d' 4 m'ERSCAST IV FV n- sell 10oZs 836E bEmO 5 Im 64' CABi (2)S (2)4 1361 10Las San, Seto b4 5.0' CAST (3)4 (3i4 b00e Ones Doll benfl 6 8' S 1. PRECAST CO% l31ry Soso I¢0se b318 Ise®0 6-B Will- PRECAST (2)4 (2)4 %3S 10009 W21 Mail t 6 6 2' PRECAST DDIA DOn 0E 14 99G1 3M0 16W 1.0' 6-4' CAST (D4 (2)4 1054 9RB %62 1376 e-0' V_V PRECAST 1 W"'i Dian &AS TEST 3328 6641 8-d' l-V PRECAST 12)4 Mn St64 I'l 3031 Beal 9.4 0.1. RECAST (D4 0)R 4561 Sol 7355 414E 10-6' 0':7' PRECAST (2)4 WIG 3576 3841 1Wl Sees II 4 1-0' PRECAST (A5 (D5 32W XRO 1521 30% 11.0 III FREOA5T MIS ) Ms loss 1336 2133 D.ed II-P CAST PRECAST ( 1)5 ( ) 1 5 2lIB 2110 41T 1499 13.4 6.0' PRECAST (D S @19 2416 2416 boo 36B 14-s SlV .PRECAST (L5 (2)IS 1216 Oil 93T 9 l 14 -8' B-1' PR:BTRE89ED (2J'4 ( t 2811 2811 126 1431 15-4' 1 PRESTRESSED (2) `4 IV 2616 2616 663 1312 n 4' K-0' PE0TRE59FD (1)4 ( Cry ]033 1 013 516 I022 19.4' S-0' le TWNED e2) 5 6) 4 mot 1601 45 BE 10 0' R-B' PRE9iRE06ED ills l713 K% Id% 3B5 l63 31 4 20.0' B D M 5 (215 1305 338 669 71 0 211 FRE9TRF.99ED OD IS O RR 1222 30 629 24-0- N-B' FfE81TE8SED ills (1)9 bl4 1014 76G 511 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH GEAR 6PAN LINTEL TYPE LINTEL STEEL PLAN GRAVITY CAPACITY GRAVITY CAPACITY (oat-(1I5U GRAVRY CAPACITY ILAi.(I)SU UPLIFT CAPACITY NiflAsU UPLIFT GAPALttY (IISL CM EDTDn EAR TOPBPR -6 9-6 1' PRECAST f7)4 () 1513 %9 IBss 2400 74m 4.W 1-V Fail (D (2)4 DI 1425 1425 1563 063 4.6' 3-V PRECAST (1) IS (2) y 519 IN sal Me - We% 4 Ee Y-A PFELAST (VI GI is B06 1081 oat 5% ' less V-W C,V PRECAST ) is IVsea 130 Wo 1114 IRK 5-b 44' PRECAe} (2) S 511 Bag Sea 938 966 6.4' S-2. P.ffG40T 4 416 113 653 6 6 5, T ( 4 MI 416 Is T1 IS l30 010 6 6' 5-4' HECASi ( 150 Se 693 693 608 19s T-6 6'-7' FRECA6T Will (2 S I30T1 5% 515 661 l B 6' -4' FREG4ST (2)4 ) 315 568 568 499 M e 0 6'-8' PRECAST ()4 IS,I 536 5% 452 Ems 8 4 T-V PELA51 (1)•4 2) 501 501 411 516 9-4 8.0' LAST )V (2) It A_ 435 494 b b 9L1' PREWBT ( (2)ry all 313 339 4]3 II'-4' VTV PRECAST (2) IV 'S 23� SAS 345 59 3% 12'-0' l0'-B' PRECAST ( (2)3 2 101 113 56 12'-6' e'3' CAST (2)5 243 243 51 136 13'-4- R'-0' PRELAfiT Can, 1% iw 130 5B 14'-0' -Ni FRECA6T (1)5 m 51 b9 T TABLE No 9 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LIMEL 8IEEL UNFILLED GRAVITY CAPACITY GRAVITY CAPACITY III(Vi5U GR4vm- CAPACITY (InL NI U LF'LFT CAPACITY fi)5L (I)5U TLFLIP CAPACITY (IRL (1, at) SAng4 EAR' i0P EAR 1.4' i (2 3) 36e b 169i 22M 334 d 0' 1.9' T IV C?) IS 131 1426 1415 "a 1063 4 2' 2 10' CAST (2)4 GiV 1043 1310 520 ❑19 Ile 44' 30' CAST f31ry (Y4 Ties a 1we 15% 4 -e' 3 4' PRECAST (2)4 now bBl s bB 3% 13% 5'-8' 4-d' G48T f2)5 (2)4 (2)4 596 598 046 adb b03 ell 6 8' S 4' PRECAST (L4 l2)4 45B b99 699 bE8 T90 1 8' b-d' PRECAST Q)4 I'll 315 See 569 499 641 e -b' 'U4' CAST (3)4 L 316 ASO ADS 315 Us 9'-e' B'-4' Pail 1 3 1t3 45 45 201 472 2.b, CONCRETING OPERATIONS 514ALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.17 DESIGN AND CONSTRUCTION SHALL CONFOW TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32: MINIINIt1 MASONRY UNIT STRENGTH: PM 1500 PSI, 33, MORTAR SHALL BE TYPE B. 4. STRUCTURAL: 4,1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING COPE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING OODE RESIDENTIAL; 5TH EDITION (2014), SECTION 2104,15 1 4-(1) #5 CONTINUOUS �8=X78= KNOCKOUT BLOCK • •' PLACED INFIELD) }4 TOP BARS: SEE SCHEDULE r I (1) #5 CONIINUOUS ¶WELDEDRRUPS T 4'-0" cc (71ED=OR) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST (1) #5 CONTINUOUS /-8=X16" KNOCKOUT BLOCK r TOP BARS: �, .y•" SEE SCHEDULE (1) #5 CONTINUOUS t.a. ]/32' STIRRUPS AT 4'-0" cc 6iko : •yn (TIED OR WELDED) 8/16-S-0) #5A1) #5 PRESTRESSED BIR" 3✓#" rROMATIMAM TABLE. No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8„ X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN L0ITEL TYPE. LMTRL STEEL Bonorl EAR TOP BAR GRAVITY CAPACITY (ol (INU GRAVITY CAPACITY fli!lieu UPLFT CAPACITY n)5L n)5u UPLIFT CAPACITY not r:rw 1.0 '-6 PRECAST (). 1 one, polls 10mmm PeLAST (214 lopes loses 0000 Ionic 41-01 1-1' PRECAST DIV (2)1 W13 lease, loom boom 4-6 3.2'PRECAST al (VIS 694m Sew low b000 4-6' III CAST (24 (in 6364 "M lease b o 5.4- 4,el RECAST IW, (2)ry born wo %1t won, 6 O' 4 b Fail (IDS (1)4 M43 0000 Tole 10000 6 4 5 0' RECAST C) 4 IV 1 (2) S b0me One b00m low,615E 652E bolo lmmen b -6' 11.1. PRECAST (11 Y 6-1' 5-C PRECAST GN (2)4 case Is= sell boom, 1-6' 6 -2' 1 RECAST (1) 4 C9 G net low 445E S916 1-5' 6-4' 1 FECA6i CID (Dry 1,12 000o 4240 8491 5-0' a' -a. I PRECAST C)4 (2)4 (214 (2)4 ry lA% 6T°d bm d086 10000 Io00n 6%3 9043 3853 %6 211I 2m94 1121 1060 5501 4148 B'-4' 1'-1. PRECAST f2J4 9'-4' e'-0' PRECAST f214 b'-1. 9'-1' PRECAST 121'4 Ti b'-0' PRECAST Wit, (a)5 4221 4221 I763 *W R.' b'-B' PRECAST (D5 (y5 3119 311 1me 370 I]-6' 11 2' PRECAST (115 2) 3 U M2 1411 189E 5 -d' 2-0' PRECAST 1715 (219 19% 29% 1A 256 K'-1. R a. FRECA9T !L5 (Y9 fyry (2)IS 1131 X31 2945 eeO 85 2131 3231 194E 1 013 G 143. I4 Ste 149 663 532 426 99l 148 214 2260 N64 135E loss B4610-0' I Two 69 49 544. 4'-B' B-d' PESTRESSED (2)4 5'-4' 14 -0' PREBTES6ED (1)4 .11-d' I6.0' PRESTR168E0 (L 4 - 1 d' IB-0' PRESI 6SEpji" IS e' 6iRE59ED6 21-4- 20'-0' PRESTRESSEDT3 A.0' ]0-8' D m4-0' 27e'114t REINFORCING SAFk 8' X LMIEI. joll CLEAR SPAN LINTEL TYPEtM4 LNi€}, R r- 4 pea 3-6' 3-3' GA6T 4.0' I.e. OAST 4.6' 3-1' PRECAST 3-4' PRECAST -a' 4A!" Fleal 5 4'-6' LAST_14.-4 CAST- Td" 6-2 PRECAST- 1.8' bi�OWHY FFEC48T B-,. 6-8' RECAST ql •4 8-4' L0' PRECAST 12)•4 9-4' W.C. PRECAST (L'4 10'-6' 4-1' PRECAST (l)5 I12, PRECAST 1]'-e' is. 10'-8' CAST IV S (2)5 - 121-6' II'-0' PRECAST (W5 13'-4' IS'-0' PRECAST iel (715 14'-0' 12'-8' PFELABi !2)5 TABLE No 8 SCHEDULE & LOAD CAPACITIES WORKING LOADS (PLF) 14" COMPOSITE LINTELS STEEL GR4VITY GRAVITY MIFF UPLFT CAPACITY CAPACITY TOP DAR (A15L (IfiU fIiSL (13511 (U9L(DID IIFLIFT TABLE No. 10 REINFORCIN® SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL a'GTH CLEAR SPAN LINIELTYPE LINTEL STEEL GRAVITY CAPACITY (el (tall GeDii iY CAPACITY (U5t (0% UPLIFT CAPACITY 1115E (a% UPLIFT CAPACITY III (215N BDrr FEAR TOP EAR 3 B' 11.1.PRE T (i 9 0000 4 0' 2.8' PRECAST (1)ry (214 %51 I�mO I440 100ee 4-7' 2' b' PRECAST f1)4 (2112 lest 6I3 1000e 4.V 3 0' PRECAST (1 )ry (2 ry 30mB So 3 805 6139 9%D 4 e' 3 4' PRECAST (Wry (2) IS 2519 6731 550 t716 11.1.4.4' PREGABT )9 (2 3514 210o 311 1043 11-1. 1-4' PRECAST 0(7)H ] ry T30 ]13s 22M 28% T B' 6-4' PRECAST (])4 2 210E two 160 22M 6-V l4' PRICAST G)4 4 1%9 No 1241 n% 9'-e' V_- 1 PRECAST (i)4 516 143b 9T4 50b 3j' N � • -•.: ro m N •'••i 313, •` ,-4.• ANO r� . -4t • p, lJ' I I 13a/Ib' #5/(1) #5 3a' A R C H I T E C T S 4Desi n G ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 viww,abdesl gngro u p.com AA M 0003325 E U i 0 C L SUHDIV. 8c LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 MOO-01 PROJECT: R5025.033/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF EL ORIDA IL 9 ATE: 6 /18 /19 /%SCALE: 1/4"=1'-O" SHEET 3. 1 OF 3 19b�.d� 5S �.. SQ.FT. CALC.'S 1ST FLR. LIVINGS 1,122 5Q. FT. TOTAL LIVING ENTRY GARAGE 1,122 34 432 60. FT. 50. FT. SO. FT, TOTAL PATIO 2,165 IS 5Q. FT. 5Q. FT. CUE 1C VOLUME LIVING 15311 SQ. FT. EXTERIOR MASONRY WALL BIAS. I -EIGHTS 8'-8' BRCS. LOAD BRCS. WALL NON -BRCS. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSUFE FOR 3 SECOND GUSTS / CALL * SQUARE WIN./DR W'WDR SM ZONE 1 o Mm WIND DESIOM ION FOOTAGE yV FBOW I Il 25 SH 38, 63. 4 3231/-42b2 EGRESS 2 20 3068 DR 36' 1132' W. 4 30.64/-30b4 112 I6'-ol XI T-0' 84, 5 26.09/-44.03 4 Il 25 SH 38' 63' 4 3231/-42b2 5 Il E25 38 63' 5 30b4/-56.18 Il 25-S6 EGRESS 38' 63, 4 3231/-42b2 1 34 (2)25-614 16' 63, 4 2S30/4BM 8 42 5068 SGD 14' 80. 5 28.14/-5lDe 9 Il 38, 63, 4 3231/-42.62 E25-SSH SS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 0ECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=a .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED, FBCIR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. DBL T N PLATE, m CABINET 2'-0' `2* WOOD KIdpw • 16, O.C. SECTION Ri 7 0 i SCAT SCORED LINE 12 12 I 1� OFF -RIDGE VENT ��55 I F 1 d T E IJY Y' AT I N SCALE: 1/4 = I'-0' ELEVATION 'A' 8'-S" SRC;. NCsT.h 1'-0 6'-8" HDI�. HCxT. 0'-0" FIRI, FLR. --�-------- - ----- 8'-a" BRCz. rol-all HDR. 70 p 10 a 8'-8" 5RC;, HCsT G '-S" HDR. 1-ICxT. TEXTURED GEMENTIOUS COATING PER (ASTM C92(b) (TYP) SCORED LINE (TYP) �O'-0' FIN. FLR, OFF -RIDGE VENT &'-S" BRCS. HGT. ' 6'-O" HDR HC=T.h 0'-0" FIN. FLR.h OFF -RIDGE VENT 0 �� JK 'IJ� TI N SCALE: 1/4 = I'-0' ELEVATION 'A' 121 5 _ _ _ 0a'-a' BRCS. HGT. _0, (0'-8" HDR. HCsT. TEXTURED CEMENTIOUS COATING PER (ASTM C92(o)(TYP) ----------------_ -- ------ j0'-0" FIN. FLR. � UEV RIGHT ATI N SCALE: 1/4 = I'-0' ELEVATION 'A" OFF -RIDGE VENT OFF -RIDGE VENT ----------------------- TEXTURED CEMENTIOUS COATING; PER (ASTM CS26)(TYP) LEFT ELEVATI®N SCALE: 1/4 = 1'-0- ELEVATION 'A' 5RC;. HGT. HDR. HGT. � 60'-0' FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 2180SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 7.27 SQ.FT. REQUIRED VENTILATION AREA (7.27 x 144) L046.4 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 1,046.4) 523.2 SUN. OFF RIDGE VENTILATION AREA 115 SQ.1N./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IFL/LF TOTAL # OF VENTS REQUIRED 4.55 TOTAL # OF VENTS PROVIDED 5 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 523 SUN. REQUIRED LF OF SOFFIT VENTILATION 45 IF PROVIDED LF OF SOFFIT VENTILATION 160 LF -S" 5RG. HGT. '-8" HDR. HGT. TEXTURED CEMENTIOUS COATING: PER (ASTM C92(o)(TYP) I- o '-O" FIN. FLR. K 01101,kcic A R C H I T E C T S Design Gro u L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1164 r � INIIIIII ��eaaoe.omm� E 8 E L cc SVBDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT: R5025.033/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA DATE: 6 /18 /1 J SCALE: 1 /4"=1' — O" SHEET 5 OF C) ON E C (�II� TILT (' C I Ur T jj�, �T 111 E CONTROL DATE: 01-01-15 �b 4a �J ':11111 II��J CONNECTOR �l SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 LTA I& -a 1400 (') !Od x I In" I -PLY, (6) I66 2-PLY, 1I16P (10) 106 X I In" - NO I66 OPTION) (2) META-16 1985 (2) HTA 16-18 2500 (10) 106 x I In. I -PLY, (USP: (10) 11 x 1 V2') 1900 (14) I6d 2-PLY (U5P: NO 166 OPTION) HETA-16 IBIO HTA 16 1615 (5) 106 x I In. -PLY, (a) I6d 2-PLY U5P: (10) 1Od x 1 I/V, NO Ibd OPTION Al 1510 LTA 20 1615 (a) IOd x 1 In. I -PLY, (0) I66 2-PLY USP: (10) IOd x I In', NO I6d OPTION (2) HETA-20 2035 (2) HTA-20 3110 (10) IOd x I In' HPLY U5P: (10) 106 x I IR' 2500 (D) I6d 2-PLY (USP; NO I6d OPTION) z O LGT-2 2BO LUGT-2 1915 (1) - V4' x 2 I/4' TITEN, 2 PLY (USP: El (5) 1/4' WE, WOOD (16) 10d (/) DETAL-20 2460 NO USP CONVERSION FOR SIMPSON DETAL-20 05) - 106 x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD NSF: l25) I TO WOOD) HGT-2 IO98O HUGT-2 9565 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. D' EMBED), (16) IOd TO WOOD (USP: IL'OOD (e) 10d1 HI 10530 HUGT-3 9365 /2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP: WOOD (8) IOd) LGT3-SDS25 3255 LUST-3 5330 02) SDS 1/4'x2 In' TO GIRDER (4) 3/B' x 5' TITEN HD TO WALL NSP: CONC. (4) 3/5' X S' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (to) IOd x I -VT (U5P: oo0 10d x 1 In. VGT 4940 NO USP CONVERSION FOR SIMPSON VGT /U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (Ib)-SDS 114'X3' TO WOOD (2) VGT MISS NO U51F CONVERSION FOR 8IMP50N (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. D' EMBED), (32)-5D5 1/4'X3' / 2 PLY M15-12 1000 MTW 12 15% (14) Od x I In' (USP: (14) IOd x In", (14) 10d) H15-16 1150 HTW 16 1&&0 (a) IOd x 1 1/24 (USP: (16) 106 x I In', 06) OF) HT5-20 1450 HTW 20 2045 (24) 10d x 1 IR' (USP: (24) Od x I IQ', (20) IOd) HT844 1450 HTW 24 2045 (24) ]Od x I In (USP: (24) ]Od x 1 In', (20) 11 L61`A-12 . 925 LSTA 12 910 6O) 10d U5P: (10) IOd L5TA-18 .. 1235 LSTA IB 1360 (14) IOd UBP: (14) 10d META-10 •• 1315 MSTA-10 1315 (14) IOd UBP: (W 1Od N MSTA-24 •• 1640 115TA-24 1150 (18) 10d LISP: 0a) IIDd i - 115TA-30 .• 2050 M5TA-3O 2140 (22) IOd USP: (22) IOd! H MSTA-36 . 2050 MSTA-36 2525 (26)IOd U5P: (26)IOd MSTI-36 3800 KSTI 236 3090 (36) 0d x 1 I/2' U5P: (36) 10d x I IQ' (n MSTI-43 5065 KT61248 4250 (48)106 x1In' USP: (48)106 x1I/V H6 S50 LFTA 6 16W (8) 8d TO PLATES, (a) 814 TO STUDS (U5P: (16) 86 x I In', (Ib) ad) 5P4 555 5PT 4 945 (6) IOd x I In' TO STUDS USP: (6) 106 x I In' TO STUDS AS4 Sea MP 34 410 (4) 36 x I In' TO BEAM, (4) 8d x 1 IA' TO POST. USP (4) 86 x I Ill' TO BEAM, (4) Ed x I IR' TO POST, LOFT 645 HHCP 2 1010 (12) Ill x I Id' USP: (10) 100 x 1 In' TO TRUSS, (10) IOd X I I/2' TO PLATE HIOA 1340 RT I&A 2150 (a) IOC x I In. USP: (9) 10d x I Irz' TO TRUSS, (5) IOC X 1 In' TO PLATE v3T 6 HDU4 4565 PHD 4A 4535 (16)-SDS 1/4',G' TO WOOD, (O0 SDS I/4'x2 In' W/ THREADED ROD, (2) NJTS/WASHER/2 PLY USP: Il ATR MIN. 1' EMBEP SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT a HD15 4940 TDX i0 5110 (I6 )-SDS I/4'x3' TO WOOD, (3)-3/4' STUD SOUS W/ THREADED ROD, (2) NUTS/WASLERRPLY UBP: 1/e' ATR MIN. M EMBED SET IN HIGH STRENGTH EPDXY (4) l/B' THRU-BOLTS AM 44 2200 6665 PAU 44 2535 b115 (V5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., 02) 16d TO WOOD U5P: SAME AS SIMPSON (n ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED:) IN CONC., 02)16d TO WOOD UBP: SAME AS SIMPSON LTTI9 .. 1340 LTS 19 11 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN, T'. EMBED.) IN CONC, (6)106 TO WOOD USP: SAME A9 SIMPSON LTT20B ••. 150ID LTS 2OB 1105 (I) 1/2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' BMB5Dd IN CONC., (IO)IOd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 1Od x 11/2% 2-V2' Q H T4 4455 HTT45 4465 11J 5/8' A.T.R IN HIGH STRENGTH EPDXY MIN. 1" EMBED,) IN CONC., (IB) SD-10 X 1 In' (UBP: (20) I6d X 2-IR') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 106 x 1-1/2', (20) I6d x 2 In' HTTS 5090 HTT45 5430 (1)5/e' A.T.R IN HIGH STRENGTH EPDXY (MIN. I' EMBED,) IN CONC, (26) I6d X 2 I1 NSP: (20) I6d X 2-In') USP HAS MORE NAIL OPTIONS: (28)10d, (25) 1x -I/2', (20)16d x 2 1/2' LHDOII-6D5 25. 11010 UPHD II 11 (U 1- A,T R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONO., (24) 6D6 Y�' x 2)i' WOOD SCREWS (ASP: (24) W83 LZ)OD SCREWS) HDIB &645 TDX 10 5110 (V 1/B" A8. IN HIGH STRENGTH EPDXY, (MIN. I' EMBEDJ IN CONC., (3) 3/4' $TUD BOLTS TO WOOD (U5P: (4)7/8' BOLTS) (n M5HA S56/I125 3415 5330 NP1a5X12L1 3165 1130 51MPSOJ: (1) 3/4' AS.R IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CMU. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CP D, FACE, (OACa TO BEAM U5P: (O IQ' J-BOLT W/ MINIMUM 6: EMBED. 1 NOT LESS THAN 4-FROM EDGE OF GONG W/ 3/4' DIA ITW RAMSET/REDHEAD PYNA BOLT SLEEVE ANCHOR OR EO W/ MIN. S' EMBED DEPTH INSTALLED IN THE FACE. 00 lodi AT JOIST U' HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2S30 (FLRY - 3225 (ROOD) (10)16d TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) Z = HUC410 (CHU) 1510 5085 HD410 IF E05 VMS OB) I/4' x 2-3/4' THEN (9 PER FLANGE) TO CMU, (10) OF! TO WOOD: (U5P: ellI/4' x 3- W83 SCREWS, (10) 106 TO WOOD. HUC210-2 (CMU) ISO 5085 ND21ID-11F 1905 3175 0a) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: 05) 1/4' x 3' W53 8CREW6, 00) 10d TO WOOD HUC2O0 3 (CMU) 1510 4000 HD210-31F !905 3115 (15)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (15) 1/4' x 3' W83 SCREWS, (10) IOd TO WOOD L5JM26-2-SD6 1 1430 5595 74) 3/&' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 14' X 2 1/2' 9D9 SCREWS TO WOOD HIGH STRENGTH EPDXY : SIMPSON -&ET EPDXY -TIE'. CONTACT THE ARCHI-ECT/ENGINEER OF RECOW FOR. WRITTEN APPROVAL PRIOR TO 5UBET;7UTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHE51 VE ANCHORING SYSTEMS. . WHERE ANCHOR EMBEDMENT 15 GREATER THAN I' DEEP, THE VER'O4- CELL IN CMU. WALL MU9f pE FILLED SOLID w/ GROUT. .. 1CA COMMON NAILS CAN SE SUBSTITUTED. WITH IOd a I In' NAILS N CONJUNCTION 17A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM LIE ARCHITECT 15 REQUIRED FOR TH15 APPLICATION PRIOR TO INSTALLATION. (N .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T' w H 0 A.TR.R. = A-301 ALL THREAD ROD (SIZE. PROTECTION TYPE, LENGTH, ETC, VARIES) z BECAUSE OF THE WIDE v4RE7Y OF MATERIALS, LOCATIONS, AND CONDTIONS THAT HAY AFFECT CC PNECTOR, THE CONTRACTOR MUST BE RE5PONSIBL E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, U5E STAINLESS STEED FASTENERS. WHEN USING ZMAX / HOG G L VANIZED CONNECTORS, .SE 1A5TENER5 GALVANIZED PER A6IM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITT%'N APPROVAL FROM TILE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH N H'D-RESISTANT CONS-RJC-ION C--IW29, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG C-SAS-2012. 2x12 (•2 SYP) VI6' OSB (TYP-) NAIL (3) 12d • ll O.G. TYP. ZLx12 BM./HDR. ENTRY MINIMUM WALL ANC) HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. U.N.O. 4'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5: HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FUR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FUR. LINE EXTERIOR MASONRY WALL BRCS. HEIGHTS 8'-8' 511 LOAD BRCS- WALL NON-BRG.WALL J2 J4 J6 (2) ME:TA-16 --�_ Ix4 BTM. CHORD BRACING 12' O.C. MAX., SECURED W/ (2) 10d COMMON NAILS 0 EACH CHORD INTERSECTION ITYP) eel 0 co i -1. i C4 m 01 ROOF FRAMING PLAN SCALE: 1/4 = 1'-0' 'ELEVATION A' J6 (2) META-16 A R C H I T E C T S ADesign noup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 wvvw.a bdesigngroup.co m AA #: 0003325 �"IIII"II �ommo��vom� S'UBDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA TE: 6 /18 /19 CALF: 1 /4"=1' — O" SHEET 6 OF 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE 1 FLOOR ® MOUNTED DUPLEX RECEPTACLE 110v SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IICV GFI DUPLEX EQUIPPED W/ GROUND FAULT CsFI RECEPTABLE NTERIIFTER(TAMPERSI5TMIT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOv DUPLEX EQUIPPED W/ GROUND FAULT �uip (I RECEPTACLE MTER1lPTERlWEA7HERPROOF) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.� LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- 5R VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL EWE METER amp SMOKE GATT. SACK -UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J.-BOX M ACCORDANCE W/ BOX MARKED AS 6UC14 FOR BOX INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK/ CAT 5 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: DAHLIA LOAD INFORMATION VA 1722 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5166 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 42,412 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 32,412 VA x (4) 12,965 TOTAL NET GENERAL LOAD 22,965 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 22,965 NET TOTAL HEATI 10,450 TOTAL LOADI A415 CALCULATED LOAD FOR SERVICE 33,415 VA / 240 V= 139.23 200 AMP SERVICE COMBINATION ODISCONNECT SWITCINAND ELMCTRIC METER M NEMA 3R ENCLOSURE 20M0� TkLEFHONE SERVICE CABLE TELEVISION ENTRANCE EQUIPMENT SERVICE ENTRANCE m EQUIPMENT GRADE TRANS COMPANY TRANBFOR9ER INTERSYSTEM BONDMG TERNMAL AT LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/249) VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •210 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 •4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. 1 •4 CU SERVICE GROUND COORDINATE WITH THE ELECTRIC COI'1PANYTPMOR To CONCRETE ENCASED O BID. r-DOTER STAEEL 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ALL CONDUCTORS SHALL BE TYPE TWR VrWLN UNLESS NOTED OTHERWISE. PATIO DINING f 1 / u1) u1) ` I �\ I GREAT ROOM ( I I _ KITCHEN RANGE GFI 10 --GFI - JACK DED. 20 AMP CHIMES OUTLET FOR M. WAVE \ BEDROOM—2 BATH 1 BEDROOM 3 �I F I \ 1 TY. 1 I l� ) !I X \ \ I 'EiDll 1 FOYER SD. o l o I ENTRY I LIGHT CM6 OWNER'S SUITE 1 GFI O BEDROOM 4 v / / 1 I It--�o LIGHT 4 \ 1 SWITCH 11 \ IN ATTIC I I 1 ' _ GFI CLG. OUTLET 181 1 I 2-CAR GARAGE I I / ( ELECTRICAL PLAN SCALE: 1/4 = 1'-0" 'ELEVATION A' GFI ev 44' AFF SPRINKLER CONTROL I I�� I1 III ®r-=—, II METER VERIFY LOG. v ,T I,'1�nac;Y,I A R C H I T E C T S Design n U ITLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'llll"'ll �om0o�moov� STJBDIV. & LOT: OAKLAND LAKE (LOT 33) MODEL: 1'722 XXXOO-Ol PROJECT#: R5025.033/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ATE: 6 /18 /19 I SCALE: 1/4"=V-0" SHEET 7 OF A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA /ia/19 ' tCALE:1/4"=1'-0"' fU IS REBAR VERTICALLY (U 5 MBAR VERTICALLY UI/ CCNC. G.. NG. lU 5 REBAR VERTICALLY WGON W/ CONIC, POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) - _ R-4.1 INSUL. MIN. R-4.1 M&1L MM. - TEXTURED CEMENTIOUS COATMG TEMUREP CEMENTICIIS COATING z e' Cm z W F'ER (ASTM Gffi6) ITYPJ PER fA*TM C926) /TYPJ ? z O - Q i Q S' Chill S' Cm N L - i 1/2' N GYP. WL. BD. � w VA' GYP. WL. BD. _ O - CAM HEIGHT VARIES m O WOOD BASE Q II� WOOD BASE W Z Z'41 - Q Z L � d a- 3 I/A' CONC, REMF. W/ b'xb' WIAxWA SAIF OR FIBERIESN ON 3 1/2. CONG, REINF. W/ 6'xb' ro ° � , - 4 ° WAxWA WLF OR FIBER'7ESH a d - 3 IR' GCNC, REMF. W/ b'x6' _ 6-MIL POLY ETHYLENE VAPOR It 7 BARRIER ON WELL -COMPACTED _ - ...p ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON = WAxWIA WWF OR FIEtERMESN ON 6-MIL POLY ETHYLENE CLEAN TERMITE CREATED FILL z W WELL -COMPACTED CLEAN z W TERMITE TREATED FILL VAPOR BARRIER ON z W WELL -COMPACTED CLEAN L 4' 4' 4' I12' RECESS 4' 4' 4' �u TERMITE TREATED FILL L > 4' 4' 4' m 0 1 0 O m 0 1,-0' 11/I' RECE89 ;,� 00 I, 0' (2) 5 REBAR ON CHAIRS (2) 5 REBAR ON CHAIRS 3 1/2' CONC. SLAB OR PAVERS PER (2) 5 RE15AR CN CHAIRS *LDS SPECS 1—STORY FOOTING LANAI/ENTRY 1—STORY FOOTING W BLOCK WALL W/.1 1B STEP EPA 1 OSTORY AT GARAGE SC LE: a .'_0' T SCALE, 172 - 0' WALL BEYOND WALL BEYOND 3/4' RECESS FOR - PAVERS GARAGE DOOR 3 w, CONC, REEF. UV b'AV i 1111,40A WLF OR FBER'ESH ON a L 6-MIL POLY EINYUM VAPOR '+ ° w C BAD CTED 0 WaL-COMPA K CLEAN TEWRE TWATED FWL r m I I- • • = 3 I/2, CONC. REINF. III/ WX6' _ - _ WIAXW 4 UW OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR R' CONC, REMF. W/ b'xb' 2' C NC, %E FIBERMESH ON d PAVER BARRIER ON IE MIL POLY ETHYLENE VAPOR v(2)#SRIE6ARONcwAip* 5 REBAR ON i� BASE THE TED FILED CLEAN TER'IITE TREATED FILL FOOTING RRIER ON WELL -COMPACTED EAN TERMITE TREATED FILL 4" CHAIRS BEYONDL ,4' EMEND FOOTING (U 5 REBAR ON CHAIRS CESS FOR PAVERS "'O GARAGE STEP—UP IAJDER PAVERS * NON —BEARING ro_� GARAGE DOOR FOOTING PAVER RECESS 9 @ ENTRY DOOR SEE MATpF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR SGD. TRACK L w VARIES 4 FINISH FLOOR (U 5 REBAR BET IN SIhS'SON HIGH " d- w i STRENGTH EPDXY W EMBED. MIN. (2) 5 REBAR • I -STORY L (3) 5 REBAR • 2-STORY > d a —OUTSIDE REBAR TO BE e CONTINUOUS n d E d ° 3 1/2' CONC, REINF. W/ 6'x6' WAXUA IUIF OR FIBERMESH ON d 41° "6-MIL `4 POLY ST14YLENE . BARRIER ON WEL-COMPACTTED CLEAN TERMITE TREATED FILL 2'-1' MIN. LAP SLAB AT S. G. D. TYP. RETROFIT FOR 11 Sc'":I'.1'.0. OMITTED DOWELS %B� REBAR_ OAP AT FOOTING A E: 1/1.1'-0 VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK IFTIE GROUTED BOND BEAM vARIEB PER ELEv. C d CLEANOUT mOUIRED FOR INSPECTION _z L o li cl 0'-0' FIN. FLR (0 5 DOWEL - ° UY LAPPEDED lw BOND BEAM - � TIE VERTICAL REBAR (1)5 REBAR AT COFeeR3 _ - a TO HORZATIONAL REBAR W/ 10' HOOK LLV 25' LAP MIN. ms TYP. REBAR LAP HORIZONTAL/ VERTICAL �d 'F�' a AT LINTEL CORNERS REINFORCING SC E: SCALE: T_� A A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lv�Oo�ooO�� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 33) MODEL: 1'722 moo-o1 PROJECT#: R5025.033/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA TE: 6 /18 /19 /SCALE: 1/4"=1'—O" 1 SHEET D 1 SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. 70 PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED 6TH EDITION (2011)GABLE ROOF TRUSS ❑ po NOT EXCEED �' ❑ p0 NOT EXCEED a' 8 CMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES J' DRYWALL �' DRYWALL WINDOW/DOOR JAMB AT FIRST (2) BAYS P.T. Ix4 or 'x4' MIN. P.T. lx4 or 'x4' MIN. METHOD PER 'NAILING SCHEDULE' (4'-0' D.C. 6 SHEATHING SEAMS) (SEE WINDOUPDOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOWiDOOR JAMB BLOCKING lx4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN TIFFBACK At ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10' HIGH MEMBER w/ (2)12d NAILS 8' FROM ' TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH ENE) and IS O.C. MAX PER MFR'S SPECIFICATIONS) (PER A57M C926) OVER PAPERBACK EGURE P.T. 2x8 TO BLOCK w/' x 9' SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ANCHOR BOLT w/ 2' WASHER SET IN (1) TAPCON (MIN. EMBEDMENT 1 J') 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN SIMPSDN or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%" or + ") WINDOW TO BLOCK (+3") 8' FROM EACH END and s I8' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE')--�(6' MIN. EMBEDMENT 32' O.C. MAX) or DOOR JAMB TO BLOCK (+ 4 or + 4) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE F. 4A 4E g 18' O.C. MAX w/ 12d NAILS 9 8' O.C. MAX scALE, I,'I'ID� SCALE: MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 W ONT. 2x4 RAT -RUN ATTACHED 70 EACH MIN. EMBEDMENT I j" _ TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-O' D.C. MAX SHIM AS NEEDED LT SHIM AS NEEDED P.T. 2x4: CEO COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) TAPCON AT7 OR BLOWN -IN INSULATION C926) OVER CM (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED ❑ DO NOT EXCEED (MIN. EMBEDMENT 1 4') 8' FROM EACH 'GYPSUM BOARD OR 2' HIGH STRENGTH 8 CMU BLOCK 8' CMU BLOCK END and 6 IS O.C. MAX CEILING BOARD ' DRYWALL �' DRYWALL or ONC. FILLED U-BLOCK w/ lU "5 P.T. 2x lU DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB MOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 16' D.C. MAX 1 , , , CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING ' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/d -I -0 FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE I jo (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1 ' SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: [� INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDMENTTO II J') 8')FR'OM EACH S 6TH EDITION (2011) DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or ' 055) END and is IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 413 W/ a' TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER NAILING SCHEDULE) SCALE: I'I' m' (2) DRIVE PINS, 8' FROM EACH ENp and RE -ENGINEERED ROOF TRUSS 9 IS' D.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16') MIN, SHANK SIZE .145 MIN. HEAD 51ZE 300 (PER PLANJ—� (R-VALUE PER ENERGY CALCS) LT NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT Iq' SHIM AS NEEDED TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR �, HIGH I DO NOT EXCEED ' P.T. 2x8: 2x6 SUB -BAN _ STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ l2J TAPCONS VENTED ONC. FILLED U-BLOCK w/ �' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x lx4 or lx2 P.T. NAILER LT SHIM AS NEEDED END and w 18' O.C. MAX ER PLAN (SEE WINDOUI/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' 065 (4' WIDE MIN.) WINDOW (PER PLAN), e (2) DRIVE PINS, 8' FROM EACH END and (SIZE AND REINFORCEMENT DOOR CASING ❑ p0 NOT EXCEED ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW IS' O.C. MAX (ATTACHED TO BLOCKING o MIN. SHANK SIZE .145 SPECIFICATION, PER MFR'S SPECIFICATIONS 8 CMU BLOCK J� DRYWALL MIN.. HEAD SIZE 300 NOTE: P.T. Ix4 or �'x4' MIN. lx4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 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 �' 055) DOOR CASING (R-VALUE PER ENERGY CALCS) b SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: BE PRECAST OR POURED IN w/ �' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (U J' TAPCON PLACE SILL (PER BLDR>—� 'GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH ' TEXTURED CEMENTITIOUS U "5 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) END and 0 18' D.C. MAX WINDOW TO BLOCK (+1 /6 ) COATING MIN. (PER ASTM CONC. POURED CELLNOTor C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%s) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (I) DRIVE PIN, 8' FROM EACH END and 8' CM 9 18' O.C. MAX ' P.T. FURRING STRIPS 6 16' O.C. 4C r=I'_m' THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) MIN. SHANK SIZE .145 w/ a' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1 ' NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED q REVIEWE FOOT. (2) 2x6: 7D PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) CODE COM LIAR ONCRETE SLAB DO NOT EXCEED 4G �ECURE TO BLOCK w/ (2) ' TAPCONS F1SCALE: r=r-m' ST. LUCIE OUR' r r (SEE FOUNDATION PLAN FOR SIZE% (MIN. EMBEDMENT I) S FROM EACH AND REINFORCEMENT) 8' CMU BLOCK SOC END and is 18' D.C. MAX XTERIOR WALL FOOTINGDRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO I TRUSS 4 S 14 (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKINCs SIMPSON HTS20 w/ 110)10d NAILS TO TRU9 18' O.C. MAX SINGLE STORY SCALE: 3/4'-1'-0' FASTENER SCHEDULE FOR ATTACHMENT 2P.T. Ix l4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM --PRE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I J' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2350 lb BEAM (2) SIMPSDN HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK wl (2) J' TAPCDNS THROUGH NON-STRUCTURAL MEMBER (1x or 1' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS)— (MIN. EMBEDMENT 1 J') 8' FROM EACH TAPCON MIN 1 w/' 7A 'BEDMEN7 INTO BLOCK EM END and * 1 C 8' O.C. MAX '/ TAPCONS MIN. or OPENING 22' x 30' MIN. LWpOD CASING AT SIDE WINDOW TO BLOCK +2 7 ' 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS ( 4) 2' APART 9 18' O.C. MAX 3 scALE. Nrs NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN JAMB TO BLOCK (+2 Y") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. C4D)!��MIN. HEAD SIZE 300 PER R80"i.l OF THE FBCR 2011, 6th EDITION 80ARD (7YP) D SCALE: r:r-m' SCALE: NTs. MIN, EMBEDMENT I j' A R C H I T E C T S Design foup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII omvoo0vom� E 8 N 0 cc SUBDIV. 8c LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 MOO-01 PROJECT#: R5025.033/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 6/16/19 /�9CAT : 1/4"=1'—O" 1 SHEET ID2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %6 O.SB. orY' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. 9 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS m 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL N/g COX EXTERIOR PLYWOOD or IN32' ARA-RATED 0.88. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS m 6' O.C. Q 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 �% O.S.B. orV PLYWOOD or 3fb' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS m 4' O.C. a PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP E BOTTOM PANEL AND Sd RING SHANK GUN NAILS 6 (V 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 8d ROUND, MODIFIED OR T 2 %a.131 110,000 RING (16-20 RINGS PER INCH) �o 8d RING SHANK GUN NAILS a 4" O.G. TOP 8 BOTTOM EDGES 7 �7 TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.SB. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING a 4' O.C. MAX IN FIRST (2) FRAMING SPACES a EACH END— — PRE-ENGINEERED TRUSS or RAFTER ROOF SHEATHING --- BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Cad RING SHANK GUN NAILS a 6' b.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SB. TO BE STRUCTURAL GRADE) C Sd RING SHANK GUN NAILS Is 12' O.C. IN FIELD or 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS -s 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 w/ 16d COMMON NAILS 9 4' O.C. 2-ROW5, STAGGERED NOTE: + 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' REVIEWED FOR i s �;' 1�dPI..IANCI: \gip GE.! A R C H I T E C T S Design ro u IrLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd esigngro u p.com AA #: 0003325 r � �mnnm ��emoomosam� E U E 0 cc sysDIV. & LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C (ARCHrrECT: STATE OF FLORIDA TE: 6 /18 /19 GALE: 1/4"-1'-0" VTCR of (1) 6 EA P' O.C. M: TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' I r ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2xb MIN. TO BLOCK w/ (2)Y2' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY IMIN, b' EMBEDMENT) - — o SECURE 2x6 MIN. TO BLOCK w/ l3) y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN, b' EMBEDMENT 0 0 GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' a a PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -5ECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 0 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL 7A WOOD STUDS SCALE: 3/4'4-0' //_-PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 %' 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) Q 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12' O.C. 3 a' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1' MIN. MASONRY NAIL w/ WASHER 0 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-O' ' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C92b) OVER CM' CMU BLOCK A. ATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2xb P.T. WOOD STUD SECURED TO FILLED Lw CELL w/ (3)y' x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2xb P.T. BUCKS tt=STRENGTH EPDXY (MIN. b' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MiN. supe VERHEAD GARAGE DOOR (BY OTHERS) IzooM �ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.rS. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I Lommv�0�o0� QE U N E 0 LC cc SUBDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXx00-01 PROJECT#: R5025.033/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA / TE: '6/18/19 GALE: 1 /4"=1' — 0" SHEET PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH e 9" O.C. MAX (VERT.), NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 5TUD EX15T5 BEYOND EXCEPT 5TAPLE5 W/ %s" LEG MAY BE U5ED TO TEMP. SECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED o 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOU5 THROUGH CONTROL JOINTS BUT SHALL BE 5TOPPED AND TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (N0. 15) 0.0415" WIRE 3. BLOCKING 5HOWN MAY BE IN ADDITION TO I WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE 5PRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 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 W16E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLA5H 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 SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A IN5TALL FA5TENER5 (CLIPS, 5TRAP5, 5TAPLE5) A5 REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE, N,TS. 8" THICK, 3 COAT CEMENT PLA5TER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED 61" (VERT,) O.C. MAX AT 5UPPORT6 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 STRUCTURAL 5TUD TYPE "M" 1 CONTROL JOINT scALE: xTS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE 5HEATHING, MAKING SURE THE FORM FLA51-1 1 15 TIGHT TO THE PIPE AND TO THE 5HEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE 5ECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE 5AME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WIRE, LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHE51VE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL 5ECTION) NOTE: 51DE LAPS OF METAL PLA5TER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (121-MM) WIRE AT INTERVAL5 NOT MORE THAN 9" (229-MM). A5 PER A5TM 01063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYER5, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU 5HEATH WRB 01 TAPED T, SHEATHING w/ WI *2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.TS. WOOD 5HEATHIN6r WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP 5CREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. 5PEC5) 5"X1" CONTINUOU5 GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP 5HINGLE - DO NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP FLASHING 4 9CALE: N.TS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" -43 VERTICAL LAPS (ROLL END5) 8 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL s" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING 5HEATHING REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY RUCC LEGEND r ` DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) �I ' WRB LAYER #2 z (FORTIRBER z BUILDING PAPER OR 70 APPROVED EQUAL) r. STUCCO METAL LATH x x x x 5TUCC0 WOOD 5HEATHING �T%IiiiTT��/1 SELF-ADHESIVE FLA5HING NOTE - METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, abdesigngro u p.com AA #: 0003325 01111mm ��emoomomam� SuBDIV. 8c LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 xxxoo-oi PROJECT#: R5025.033/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA P�LTE: 6/18/19 SCALE: SHVV E�E��T� AI $" THICK, 3 COAT CEMENT PLASTER 5TEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 31 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) IURB LAYER #1, 5TUCCOUIRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP UJRB APPROX. I y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER 4501A WRAP KICKOUT DETAIL 5 SCALE:ILTS. ^~ ^ �^ EGEIVE 1 AT OF SHER-CRETE --ONGRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SGALE: N.T.9. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 8 511DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM CGREAT 5TUFF" OR SIMILAR) '—FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 "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 DISCONNECT WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, yd' SEALANT e JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH U1R5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) DRYER VENT (FRAME) V A 3GALE: I- TZ. BUILDING PAPER OVER "QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" CVENT PENETRATION A,)W,ALE: V.S. WOOD 5HEATHING— WOOD WRB LAYER *11 'CONSTRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER #2, WOOD FORTIF15ER CONSTRUCTION IF BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) $° THICK, 3 COAT CEMENT WOOD FRAMED PLASTER _-- WALL %$" TO i/8° MID -WALL WEEP SCREED 6° SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME; —WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH 1/8" TEXTURED FINISH 6 WOOD —FASTEN TO WOOD STRUCTURAL MEMBER i" O.C. MAX $ Ys" TO %` MID -WALL WEEP SCREED `6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREE: (FRAME TO BLOCK Q1AI I .IT6 NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D° FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 W NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D° FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (SET IN CONT, SEALANT) SEALANT ALL 511DE5 DER VENT (BLOCK) V DRYSCALE: N.TS. PER FBC R1031.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-m9, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. �w STEP 2 gTF.P S ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 6CALE:NTS. (FRArE CGNSTJ STEP 3 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,a bdesigngro u p.com AA #: 0003325 �III"IIIII �oo�omo�v�� E 8 O C SVBDIV. & LOT: OAKLAND LAKE (LOT 33) MO DEL: 1722 XXX00-01 PROJECT#: R5025.033/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA sI-IE_ET 6 /18 /19 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL)' AMIGO AM66-WFWC-l80 - CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" TRICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING 777-771 PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER GAP X AMICO AM66-WFWC-l80 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER p5EL 4 STICK) 6" PEEL B STICK a DRIP EDGE TO DECK 112"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), ,CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 8 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 I2'XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y" GAP FOR BACKER ROD 8 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD mCOMPONENTS PULLED -\ I APART FOR CLARITY T GEND DRAINAGE PLANE (WRB LAYER 111, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, I2 MIN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD & SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 t---DECK MEMBRANE, EXTEND OVER DRIP EDGE �3" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-84l-09, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 s" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 Ei DRIP EDGE INSTALLATION 1 SCALE: N.T.S. Y4" GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y"Xl Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) „BALCONY DRIP EDGE INSTALLATION 1 1 D .—Al K. uTA ***COMPONENTS PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a l" O.C. MAX. LAYER #I, STUCCOWRAP APPROVED EQUAL) ID SHEATHING AL LATH LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ACORNER BEAD @ FRAME 1 �,Li SCALE: N.TS. CORNER BEAD (FASTENER 4 SPACING l" O.CJ CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD @ BLOCK 1(r D SCALE: N.T.S. COLUMN SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF ADHERING 8 FLASHING PEEL 4 STICK 1 Y211x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Y2"x3" "L" FLASHING FULLY E�15EDDED IN ROOF CEMENT it y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y2" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER all THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 ;y) j--o 4" POSITIVE DRAIN WEEP SCREED' NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S Design roup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro up.co m AA #: 0003325 �III"IIIII ��om�v0000OJ E 8 vh N E O C SUHDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 moo—oi PROJECT#: R5025.033/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 6/18/19 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (FRAME, NO BAND) 1 Jtl SCALE: tits. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (ExPLovEp $ THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 12 %6" X 1 %4" LAP SIDING W/6" REVEAL (o" SELF -ADHERING FLA504G STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR 5EA1__OPENINa GALV'D METAL "Z" FLASHING STUCCO CASING BEAD SIDING TO STUCCO C BLOCK TO FRAME TRANSITION 1/AI C \ITS WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 11(o" X 7 Y4" LAP SIDING W/6 REVEAL (0" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD) S" 5ELF-ADHERING FLASHING Ya" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER *2 WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER j BUILDING PAPER WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP METAL LATH `x' (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER 12, FORTIF15ER PLASTER BUILDING PAPER VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH 6"SELF-ADHERING FLASHING (EXPLODED $" THICK, 3 COAT VIEW FOR CEMENT PLASTER DRIP CAP CLARITY) WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND) 13B SCALE: N.rb. " SELF -ADHERING FLASHING KW�EATHER RESISTIVE BARRIER #1 1 WEATHER RE515TIVE BARRIER *2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (0" SELF -ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF 7' FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL "T FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / A5TM C-041-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP a GAP TYP ASING BEAD TO WINDOW 1X TRIM MEMBER'a STUCCO TO SIDING TRANSITION SIpING� Yy' GAP TYP CASING BEAD TO TRIM s" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER #1, 5TUCCOWRAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD gW__ZE- Nib. ( CROSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, 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 $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD CASINGAND (RAME) ISED @—SCALE. N.Ts.B METAL LATH SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL d STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%a" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP (ry EZ BEAD WINDOW CASING I ( SCALE: N.T.S. WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FOIRTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER �" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) _�E-z BEAD VINYL (OR APPROVED EQUAL) CASING (WA` FLEXIBLE PVC BACKER ROD INCLUDED) \� WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING - MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY REVIEWED * CODE COMPL.til' ST. LUCIE C004 A R C H I T E C T S Design GrOu P LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll Lo�Oomo�v�� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 xxxoo—Ol PROJECT#- R5025.033/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA ATE: SC ALE: 1 /4"= l' — O" SHEET ��� /� V V A4 CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD 5TUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS )(FULL WRAP) 1 u acAle: rLrs. (FRAME) APPLY OSI W2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASFIING (PROTECTO WRAP LWM200 OR AAMA'114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL DETAIL) INSTA TEMPORARILY FOLD I Ia & SECURE HOUSEWRAI 'P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R. EXTE IN5TALL b" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLA5HING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE 5ELF-ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAIL5, STAPLE5) STEP 2 IN5TALL 5ELF-ADHERING FLEXIBLE FLA5HING A5 THE FLASHING AT THE SILL 011111- V NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5EALANT5 4 SELF -ADHERING FLASHING MATERIALS U5ED DURING CONSTRUCTION. 2. IN5TALL 4LL MATERIAL5 PER MANUFACTURER5 WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: NOTE: M1 SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" SELF -ADHERING i OVER VINYL HEAD dG (WITH END DAM5) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLA5HING IN5TALL VINYL DRIP CAP APPLY 3/8" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND MEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOT5. SUPER 5TIRETCH BUTYL FLA5HING STEP 3 L—a" VERT. END DAMS REQ'D. AT EACH END OF SILL " MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK J6EWRAP DOWN 4 DIAGONAL CUT 4 DEAD OF WINDOW " MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK STEP 4 J 1 1'L l u INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY 5EALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT (o" WIDE ADHESIVE :LEXIBLE FLA5HING :R DRIP CAP JOINT ;TO -WRAP 5T-20XL %PPROVED EQUAL) g" MIN. TEXTURED '�­EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS 5") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 UIII. Li u 3" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA REVIEWED FOR *ODE COMPL.IANC ST. L,UCIE COUNTY 0r" A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, abd esi gngro u p.com AA #: 0003325 �II'IIIIIII Lv�Ooov�mm� E 'O E O z C O L sUBDIV. Bc LOT: OAKLAND LAKE (LOT 33) MODEL: 1722 XXX00— 01 PROJECT#: R5025.033/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHUECT: STATE OF FLORIDA E: 6/18/19 CALF: 1/4" =1' — 0" SHEET CVIP 11 it J2 J4 jr, XJ4 2 J6 / N A11G N A70 A6 A5 A4 A3 A2 Al At I I N I. At °n Al C o At u Al A2 A3 A4 AS N A7 (V A8 a v C4 J6 J4 J2 z' 2' L 2' s A9G K4 K5G J6 J4 J2 iv °> J4A LEA \ Cr N r0 Cry a mJ2 V >>>>>>>>QD t0 00 OD aD 00 as 1D V� 12 —8 4 —8 21 —4 9u —V TRUSS BEARING HEIGHT SCHEDULEI APPROVED TRUSS ANCHOR BY 2x4 MINIMUM TOP and BOTTOMBUILDER CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8„ s �SN�Ma�i• 512 8„ BRG. ALL CEILINGS ARE FLAT AT BEARING HEIGHT I TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Us ) HUS26 (A) HUS26 © HGUS26-2 QC THDH26-2 EQ HGUS26-3 EE) THDH26-3 © LUS24 © LUS24 © CONNECTION BY BUILDER NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED i I TITLE ROOF PLAN SCALE: 3/16 = 1'-0" ELEVATION "A" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MUBM1T Sotko N1a are reviewed for conformance with design intent aI complidna With the Contract Documents only. Ne a Do Not Antiviihi Changes to Contract Sum RIVW", Commtnts and/or corrections does nottofieve the Contratoar from compliance with the Contract Documents The Contractor is responsible for confirming and correlating all. IyWatities, dimensions, tolerances, clearances, fabrication Processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcontractors, fierfitimatud of work in a safe and satistaototy mahner a full compliance with the Contract Documents. ,( k DATE i %907 0�5� 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 RESPCNSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAURONEO 70 SEIX PROFESSIONAL ADVICE REGARWNG ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'BM-81 Summary Sheet COMMENTARY and RECOMMENDATIONS (w HANDLING, INSTALLING a BRACING METAL PLATE CONNECTED WOW TRUSSES' (71). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEARING 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 W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E"1 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 1� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO /— HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelooe) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH hop. Fat« : 1.00 wind Load Duration Factor : 1.60 Mean Roof Height : 15 R. Brim M BleMy Strad Ena e76051 2590 N. KINGS HIGHWAY FT. FIERCE. FL 34951 (7721 494-4190 Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design SOU + (772) 464-4160 are the responsibility of the building designer or his engineer, Lateral bracing shown on the individual truss drawings �� INC. most be placed during the erection procedure, 2590 N. Kings Highway Fort Pierce, FL 34951 InR Mn • �1�n CUSTOMER: Ev I. 1j1I LP' DESCRIPTION: " y✓~ DDRESS: 5250 Oakland Lake Circle Plan — 1722 Elev. A SCALE: DATE• ORAWN Sr. DRAwNO NaY9ER: SUBDIVISION: Oakland Lakes 3/16" —G" 11/14/2018 dhc 1722—A