The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANINDEX OF DRAWINGS SHEET NO. DESCRIPTION A R C H I T E C T S 5 2 XXX00-00 FORM ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS C • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C 91-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 7746078 (ELEVATION A) (ELEVATION B) LANAI SQ.FT. CALC.' ) IST FLR. LIVING 1,452 50. FT. TOTAL LIVING 1,452 SQ. FT. ENTRY Ig 5Q. FT, GARAGE 3133 SQ. FT. LANAI SO SQ. FT. TI\T A 1 ... i .. VOLUME LIVING (fe) 12k39 SQ. FT. AREA CALCULATION DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1\1 WIDTH 40'-0" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN I DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CO] IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT 1 CLARIFICATION. f AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MA GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIANS OF CONSTRUCTION BY THE BUILDER WHEN NO GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION DEPTH 47'-4" 47' —4" GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS U FAOTORG ANI5 "0 COMPLIANCE REMAIN ON ALL DOORS AND WINDOWS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTI RFQUIRED BYfIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. „ , 55 -4 ' p. _ ri'q' OF FURTHER CT PROCEDURE ENGINEER FOR R. AB DESIGN I HAVE BEEN I JE _ Design Grou1J Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"I'llllll L\0000m0000J E 8 E O s C SUBDIV. 8c LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 xXX00-00 PROJECT#: 1180. WPB PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Rum D E: 4/23/18 SHEET CSOF 9 RECEIVFn APR 0 6 ' 18 ST. Lucie County, Permitting xxx00-00 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II •EXPOSURE CATEGORY — EXPOSURE C •1—STORY RESIDENCE — • 2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND FATE CODES STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 (ELEVATION A) (ELEVATION B) SQ.FT. CALC.'S 1ST FLR. LIVING 1,452 FT. TOTAL LIVING 1,452 SQ FT. ENTRY 19 SQ FT. GARAGE 3e3 SQ FT. LANAI so SQ. FT. TOTAL 1,944 SC . FT. AREA CALCULATION DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DEPTH —0" 1 47'-4$1 —0" 1 47'-4" '-0" 1 55'-4„ IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND INNEED 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 TIMEL MANNER. AR DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHE NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 0 Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 8L71330IV. 8e LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 xXX00-00 PROJECT*: 1180. WPB PAGE: COVER SHEET 1W MPH EXP. C ARCHITECT STATE OF FLOFN 2/14 8 '= 1'-0" GENERAL NOTES A R C H I T E C T S 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 IPSF) A. 1. SLEEPING ROOMS 30 Al ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 AA DECKS 40 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B. 1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSFI D. 1. FIBERGLASS SHINGLES 17 D.2, CONCRETETILES 25 E. WIND LOAD CRITERIA E. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT(GCyi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.A. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3, 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). 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 1 318 INCHES 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 R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 SIIEPARATED 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 SHALLALSO BE PROTECTED BY NOT LESS THAN Y24NCH GYPSUM BOARD OR EQUIVALENT, QITC lA/ADV 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. 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. 3. 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 T- 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.) $O THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY DDinD Tn QTADT nD.rnklQTDi ICTInnl ea ncQirni rani is QHAI i TAI<F Nn accwlNRIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4, 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, 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. / 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. 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, 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 11, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS. 12, 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. 13. 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 Y4 . 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'Y/i'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 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 C27(WT 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 GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI $18-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/ml IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2:4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. & CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER Y4 D. BEAMS & COLUMNS: D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IY21 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. TIAAQCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN. PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. & LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE-1 OR 5/8" COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE YW SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR 1/2 "ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ, 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, 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 AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER =B DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHAN _ _ = THROUGH A WRITTEN R.F.I. PROCESS, AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS 11 ACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPA= Z" 1 [ FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENI KEGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO IJ360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240, 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING I @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 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 Y%- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM YY." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032 OF THE FBCR, 6TH EDITION (2017) 2-STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -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 144J K. KUNALU KLAUAN 0M). LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIII� U W E 0 L r SVHDIV. & LOT OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00-00 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 c"v A 7r. 1180. WPB MAINTENANCE PAGE: 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. GENERAL CONSTRUCTION OBSERVATION NOTES 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S 160 MPH EXP. C 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. ARCHITECT: STATE OF FLORIDA 9 2clo DATE: 4/23/18 SCALE: 1/4" =1'- 0 lu SHEET CONTROL DATE: 01/01/18 Nor 9 GENERALNOTES 1. ALL WORK DONE UNDER THS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINI MUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS +PSF1. Al. SLEEPING ROOMS 30 A2. ATTICSWISTORAGE 20 A3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 AA DECKS 40 AT STAIRS 40 A.B. ALL OTHER ROOMS 40 B FLOOR DEAD LOADS /NSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS C.I. " MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITI ON (2017). D. ROOF DEAD LOAD lPSF7 D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE 71LES 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(KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GCp) 0.18 E.5. OPEN BUILDINGS 0.00 E.B. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS UVELOAD (PSF1 F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, BTH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHTECT 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 ARCH TEOT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CCNTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). 5. THE ARCH TECTIENGINEER 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 TEE DRAWINGS OR THE REWIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMRILETED 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 ARCHTECT/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 FIN SHED GRADE SHALL INCLUDE ANNDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING. DEVICE R302.5.1 3. AS PER FBCR BTH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS1 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 ATTICAREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, TEE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'�INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROU&I GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND C7ML DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 FEE ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT TEE ARCHITECT. & NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF TEE FOOTING. 6. 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT 13ACKRLL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSI ON AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. 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. 12. SWIMMING POOL,DECK,SPA, AND ASSOCIATEDWORK I S 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 PS 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'W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING ofERATIOtS. LEAVE OWING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'IK". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61 NCHES AND SEALED WITH ADHESIVE TAPE. B. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR 6TH EDITION (2017). ONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE UW TH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 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 FYn = 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 JOI NTS ARE TO BE 318 INCH THICK. TEE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REI FORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31 B-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORM NG 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 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1110 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 26'. 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 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. A5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND CA. #11 AND SMALLER 3?%' D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'f/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF TEE ARCHITECT. ELE TRICAL 1. kL ELECTRICAL TO COMPLY WITH THE FBCR 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2, kL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE TECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. TE: ALL ROOMS/ SPACES SHALL HAVE ARGFAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 5%OF LIGHTING MUST BE ENERGY EFFI CENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 6. 254OLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. UTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. EFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. T 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. FE 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 NSTALLED FOR EACH MOTOR VEHICLE SPACE. I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: BA. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TR-2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: E.1. ENGNEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 42) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF TEE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MIMPAN FOR SPANS GREATER THAN 16- ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/B' OSB EXPOSURE-1 OR 5/8' CDX PLYWOOD OR 15132" APARATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON 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 7116" OSB EXPOSURE-1 OR 112" CDX PLYWOOD OR 15132' APA-RATED O.S.B. OR 112 'ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. It 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 02. 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 TEE 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 CROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 21 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 AW1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF TEE ANSBTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE U MTED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSCN" STRONGTIE BY S MPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINIAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. ORAFTSTOPFING 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 FLOCR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M' . MAXIMUM STUD LOAD CAPACITY (SYP#2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 16OMPH/B I 160MPH/C 16OMPH/D 2X6 STUD SPACING @ 16' O.C. @ 16" O.C. @ 16' O:C. 22. INVENTED ATTICS, BAFFLES ARE REQU RED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FED, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES $HiALL BE: 21. CPVC. OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR BTH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 6137.5 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 %± PVC (SCHEDULE 40), INSULATED WITH'W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH'h" 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). B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2003 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) 2-STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X' GYPSUM BOARD, FBCR 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTRC926 3. LATH & ACCESORIES PER ASTWC-1063-11A & R703.7.1 OF TEE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS - "L"FLASHNG -- 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 ASTWC1003 -11A AND R703 OF THE FBCR, BTH 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 ASTMG1063 5. WEEP SCREEDS SHALL BE SECURED TO TEE FACE OF TEE PLASTER BASE AT NOT MORE THAN 71 N (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-G 1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S./ CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE. 01/01/18 A R C H IT E C T S Lv"L K. KURALM KCAUAF4 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngFO U P.COM AA #: 0003325 ��vv0000vvor, E 8 W E ^0 L sxmniv. & L07:711 OAKLAND LAKE (LOT 72) MODEL 1452 ?ixx00- OO PROJECT& 1180. WPB PAGE: GENERAL NOTES 160 MPH EXP. C ARCHR'ECT. STATE OF FLORIDA FEB y4 2PI8 2/A /18 I I WK,641L m, ,4 SECURE STRAP A/C UNIT SIMPSON WB ROLL TO CONC. w1 C2)� —STRAP OR EQUAL 3/16'x2' TAPGONS / J 3 112 TF41C.iC s1=GUi?E STRAP GONG. SLA5 TO UNIT W/ (2) "Sxl 1/4 SWEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 2 7M I 2, f r 2 W LA I vYC � KnX3-EN SI M 2 i 2' AUTO VENT 2' I34 21 2, 2, WASH TUB I 2' 2' I 3' 2� WIC 3 If `" 3' 3' LAV , 2' 34 CLEAN-= 4' I -Am PLUMBING ISOMETRIC (SEWER) MODEL 102 FIVAN HOMES 24'x24'xl2' LONG. FTG. 7 9 -0 W/ (3) •5 REBARS EA WAY ON CHAIRS MIN, 3' COVER (2-TYP) PAVERS EDGE LINE ti= B TYP. DI -3 1/20* NB. I II pl ■ cfl ■ P DI TYP ■ I RII x' I = II I , , I rc'Yr.:IIIJira1, ih LL' _� IL�JJ ii e ■ t i � I PVG GNA, I I I POR ELEC. n e ISLAND � I I I � I LIN F=,� ----� ■ 0'-01 FIN. ELEV. `FrX 0014a SLAB c3 In, CONG, REMFOWIM UV 6'x6'-Wlt x WL{ ON 6-MIL POLY ET14YLB E VAPOR BAW ER ON ¢ELL-C"ACW CLEAM FILL I'll 8'-lit II o- � � EkTEND SLAB I Ili' WC�_j r 21'-4' -6' RECESS BLAB " FOR PAVERS L— — — — — — p $6 r allI I _� asZZ. ysa ayy8 N m — — r i1A 11 v-w 7 D, I 3/4' CONDENSATE W/C LINE 10� n I 9A r— DI J PAVERS 24'x24'xl2' C 24C. FTC. v (3)'5 " REBARS EA WAY ON C14AIRS MIN. 3' COVER. (2-T1'P) PAVER 4i MOE T�TLINE g I ■ I 4 DI I 4' 4'_0,,4' ,_S, 16'-0" 4'-8" 40' -C' 3 In' CONC. SLAB U Io 1 11 s !n b.-O. -8' 'g_4. FOUNDATION ]PLAN SCALE.- 1/4 = I'-0' ELEVATION 'A' ARC H I T E C T S rvR PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA k: 0003325 �"III"'ll 0000v0000� SIJBDIV. 8e LAT: OAKLAND LAKE (LOT 72) MODEL: {{��{{��1452 XX00— 00 PROJECT#: 1180. WPB PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHffECT- STATE OF FLORIDA FEB 14 2n7 , D ": 2/14/18 S ALE:1/4"=1'-0" SHEET I Or 9 a�if �1 ®d�A� 0 N� �r Q m 9 N m e N N 'd. m DOWEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngfoup.com AA #: 0003325 0 rmilk �m 000mev� E +8 W E O C SUBDIV. 8t LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00- 00 PROJECT#: 1180. WPB PAGE: DOWEL PLAN 160 MPH EXP. C A�rE: 2 /14/18 ' /SdALE: 1/4"=1'-0 SHEET 2 OF 9 WALL LEGENO a' -a' BLK BRCS. SHEAR WALL SEGMENT WOOD PRAMS WARINCs WALL INTERIOR 2x4 WALL • w o.C,. UNO. EXTERIOR WOOD PRAI-IE WALL PER 001"IMLNITY SPECIFICATIONS. REFER TO TA5LE N/53 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARINGS FURRIP1GAATT MAASOSCI NRY ' WOOD PRAMS WALL: 2x4 e • 24O,G. OvER FOIL 24- O.C. MAXIMUM, UND LOTTS CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I Ml-4' 046-641JUIUL PRESTRESSED L-2 4'-8' 842-6dUU/(OJL FMM66W L-3 5'-10" am-6-(UWl01L L-4 W-6- M4-6-(1)U/(OJL L-5 4'-6" 844-6-MUKO,L L-6 1'-64 8/14-5-(l.UKLL L-6A V-4" Shc6-5dUUKI1L L-6B 11'-4' 8A6-S-lUU1lI1L L-6C 9'-4- 8A6-S-(UIUIUL L-7 4'-6" 8114-5-(IdU(0,L L-8 W-6" 6414-S IVROL L-9 4'-6' M4-541WOL L-10 W-6- 8l14-Sdi)JK0,L 4^3ITIIIIIIIIIIII409167d LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMEN S L-I IT-4" 8F28-Off PRESTRE L-2 4'-6' MW22-05M REGESSED L-3 5'-10' SFIb-05/R L-4 4'-6' SF24-059 L-5 4'-6' I SP24-05AT L-6 1'-6. SF24-BAT L-6A V-4' 8F16-B/R L-65 ll'-4- anib-BAT L-6C V-4' SF16-BAT L-1 4'-6" SF24-OBAT L-8 W-6' SF24-051T W-6- 104-05AT PL W-6" SF24-OWT L-6B LANAI V-a' ack L-6A i I II L-6 I 5068 SGD DINING W-8' GLG. �`X ail I do � II o �II � II KITCHEN j &-a' CL& 25-&4 L-Z GREAT ROOM 8'-8' Cd.6. 25-OR O L -9 25-SH Et'sIRE86 OWNER'S SUITE s'-a' aA ------zz r -J--� W.I.C. r- - PI a a CL& 0. BATH BATH 1 e'-e' a LIGS s'-e' a-, - --� — — — BEDROOM 3 e -e r ate. ■ L----1 FOYE r---� S'-8' a.aR I 2—CAR GARAGE \ n ENTRY a -a' 0A ■ I L-3 BEDROOM 2 e'-a'CLc,. 16'-0' X 1'-0' 0ww ■ ■ ■ ■ ■--�■ ■� -f:f O 29-SH L-4 ECsRE96 LINTEL PLAN SCALE: 1/4 = I'-V ELEVATION 'A' Lel A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII �pv000vvvo� svHaxv 6e LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00— 00 PROJECT#: 1180. WPB PAGE: LINTEL PLAN 160 MPH EXP. C ARCHRECT- STATE OF FLOIIDA IT : 2/14/18 CALM: 1/4"=1'-0" SHEET 3 of 9 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A" PPRP^CST ,1-1 ININK S SAFE LOADS (LFS'FT) ®®� � ®. •�+rrr r '�� rr.J,�'ti `.u.+�b'�i3r� ` 1®IIII®III©m®� ®® rt ,rutt,B�'/1..+riif •'rJ Y' , ®®11111M!11® �..;j/.�% 1'r%fr'rr•„1,r�,J'+r d+.5/5'/."�''�t�"..4ri'>'%`'•;�'.�'.'.. ®�®®®®�® J.�f'if�..±JlVc''J. NIMM ©E °. ®®,GYrr.++'i'rf#i/ l't')A.+! v✓v3+ri..+nr/•il o.rla '•: 1/,.! ®SSINY/f/l//�i'rrrrrhi/.%//✓r{/.{Ji.!"n'{ gpr�,r,�,rr� /� "-,tom}lie;f",r%+.%1...+/�ii'.•''r}'irrdi`.,'":ir%fi'ralr;�i;�''.B'!/R`}. nit i 3a,>=rl a mvr•.,cr n-I lnlrn n Mum ®i"/i'Ji. uV,l i:J#lixfr"/✓}Y F��r f/ fx"fi'!fi 'r®rf//F�®®® yrr „+,. ,ri,.l'ff/:•,®22"r r l'`,"d/%*"y'/r/':�3i"'rs®�r :�% �'f,:'®;+®. ..er''/va� ", rnr Fri.r'ri%•�� ©IIII®®®®II®III /{,J.:31�.+'�.�'rf'r%'$.-.".e+.l"..+r".,rrrl.i;x rr '1;.%i'..>±/.e"4f`e'+.e "irlfi..i%+�..�✓/®®� ® irf�li1%i. ir/ ; r %'� fJ>},� }✓Jt�%A.?. llt'�i."�+{.l•I�V.Wn/r✓,�,+Il i'A%Fiur%Ir.eY".,+.�3' ll- ®ay®if:��'-i'.�lJ !�'�.'r,",5`" "Mf.'1Ns/rfre%I"� �•�.•,e©©® rr{, r®r�1. WTI�® -:lli i, f•Y'1`al)%:'lYlfiu Nl�!/4dY '�I. -:A 0A.:5�1®®® ® R-F,EKr=AAT ulr2-R.r:.%DCxOR.1-LINTELS 64L'I= LOADS (LH6FT-_i ® ... fit},iIEfESytf�_ry��/yyi ®�1®�+LV.Y.u.9 Ar•�"A � t„1.. ^ZT-RETt 1°14TERl ALS I. F'c 0' precast lintel - 4000 psi 2. F'c prootrea6Bd [Intel - 600E pal 3_ Grout per A6TM C416 r'g - 3000 pal w/ maximum 3/5 inch aggregate a 5 to II Inch Slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength - 1900 pal 5. Reber per ASTM A66 grade 60 6. Prostressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 types M or 5 GENEfi'AL NOTF=5 I. Provide full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation OF Ilntel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at the ands to accommodats vertical cell reftiForcine and grouting. S. Reference the CAST-CRETE Load Deflection Graph brochure for [Intel deflection Information. 6, Bottom Field adI r.bar to be located a the bottom or the Il'I cavky. 1. 1132' diameter Are stirrups are welded to tine bottom steel for nscranical anchorage. 5. Cast -In -place concrete may be provided in composite lintel In Ilea or concrete masonry units. 11 Safe load rating based on rational design analysis par AGI 315 and ACI 530 10. The exterior surface of lintais installed In exterior concrete lasonry walla shall have a coating of stucco applied in accordance with A57M C-296 or other approved coating. IL Limeis loaded elmuttaneoualy with verticffi (gravity or uplift) and horizontal (lateral) bads should be chooked For the combined loading with the following eduation: Awned vehjoisl load Anniled horizontal load 51.E Safe vertical load SaFe horizontal load 12. Additional lateral load capadty can be obtained by the designer by providing additional reinforced concretes masonry above the Intel. See detail at right: C SEE SAFE LATERAL LOAD TABL.-- LOAD R9ATMG FOR EA03a ADDITIONAL F�INFOFL'ED GALL FULL COURSE /2• CLR TYP (2) P5 RI m m GR40 or GR60 LINTEL SCHEDULE 5AEE LOAD TABLE NOTES I. All values based on minimum 4 inch 1. For comisoofte, lintel heights not shown, tu e safe nominal bearing. Exception: FAafe loads for unfilled load From next lower height Shown lintels must be reduced by 2pkry if baarTme length Is 5. For Rntels langthe not shown; use Sara Ic ad From less than 6 I/2 Inches. 2. - Not Rated 9. next [or t length shown Ali safe loads in units of Ina ar Foot -NA. 3. Safe loads. are suporm poeed allowable loads. 10. pounds per All oafs loads based on simplysupported 4. Safe loads based on grads 40 or grade 60 field span. rebar. II_ The number in the the parenthesis indicat as the 5. One P1 rebar may ba substituted For two P5 radars percent reduction For grads 40 Field AN III in 0' lintels only rebar. Example 1'-6' lintel types 5F32-IB afe 6. The designer may s.aluate concentrated loads gravity load - 6412rs) w/ 15% redUctlois 6472 from the safe load 4ables b9 calculating the e.85) 5501 pip maximum re6lstlno moment and shear at d-away Frain Fes cr sl.ppart. TYPE ®EvICzNATION IS SBA � oP 1-1/2, CLEAR J P =FILLED WITH GROUT / U = IMFIl1ED UANTI'-T OF 9 R'EEiAR AT 1 Bortohl OF LINTEL CAVITY U <L = J . 8F 1 r =15/1 T �_ °. ROUT 1T 41 L-�IANTIT"r OF 05 �R "5 IRI AT 80 OM DCEIBAR AT TOP LOPIIII • • OF LINTEL CAvIT HEIGd4T,, BOTTOM REINED ING NGt"IINAL WIDTH 1-5/VACTUAL PROVIDED IN LI (VARIES) TEL ' 6' NOMINAL WIDTH ar SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LMSL SAFE LATERAL (PIF1 LOADS LINTEL real L it, 1'is. B"xB' PLAN Iva' SOID Total LagN 2'-10' Proem 1955 3564 3'-S. Y-6' Pre s IW6 731E 4'1' 4'-e P(4Iu-.i 644 W14 TR' A., fracas! 635 IF" 4''4' 4-a' Plxeet 386 III 41d' 5'-se' Pr .l BAR AN 6'-5' 1'.4' MrII 634 1364 ' 6.46 Preset 6Q M0'8' b'-B' Pruceat 515 BIT ' T." Frrad 44 9M T-V P aA 425 034 &.0 Paet Sol a% F-4' P•ra1 354 145 T-4' Precast 211 NO3 0-6' PPI 1W 433 If-4' Pretest 190 620 Q'-m' P4ra.l 164 54a 1'-6' Frrs.l 143 SID4 fIrI IW 4m4 FrcceIt 93 357 WRY Rh et araI NA. $41 15'•4' PeNraead NA W M4' Reet'aeed NA 29 m'.4' Fratrtmed NA no im'-V flesveeeed NA. E9 21'•4' Rearms000 NA. all II'4' PnNlse.sd NA 20 24'-0'. 1 Pretreeud NA. 93 KR. Not Reszea dad LOTT'S 34777 I NOMINAL WIDTH/HEIGHT OF LINTEL r PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 7 SATE LATERAL LOADS 0") TV. B' 000R HEADER PLAIN V DOOR WADER SOLID P Z' In2 wil Prxeet 95m WTI Pretest B61 BPI Prreet T95 P66 Fr x.t fd9 Md Pran't 60m Bn PrScr6t. Sm4 PO4 FNaeM 4n iBt P an0a 35B 664 Frmea 7a6 635 GENERAI- NOTE$: L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION e2011),. SECTIONS 1111 a RA,06 la. PLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2101. 13. BUILDING CODE REQUIIEnIENT6 FOR REINFORCED CONCRETE (ACI 316-00). IA. AMERIGAN SOCIETY OF CIVI1 ENGINEERS MiNIMum DESIGN LOADS FOR SUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CICN EYE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DATS: 211. PRE -CAST W/6TMHDARD REINFORCEMENT-4000 PSI 2.1.2, PRE -CAST W/PRESTREss REINFORCEMENT-6000 PSI 2.1.3, GROUT PER A811 C416 - 3000 PSI W/ MAX 3/8' AGGREGATE, 8' TO Il' 8LU IP. 7: REINPORCIII BARS. M STFFL PLACED IN FW048T LINTEL AT TIME OR FABRICATION ASTM AAII5 (GRADE 60) 22.7. EnI IN LNTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A57M AVE, (GRADE 40). 23. PRE-5TRE55ED STRANDS A5TM MIS, 1-wARE, STRESS RELIEVED 270 K54 2A. DETAIL REINFORCEMENT N ACCORDANCE BATH ACI 315. - TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x S' LINTELS LMEL LENGTH CLEAR WAN LINTEL TYPE LINTEL STEEL LNRLLED GRAVITY CAPACITY GRAVITY CAPACITY (M5L(InB UPLIFT CAP,417Y InL(Im UPLIFT CAPACITY f105L(2nB PDTTOM BAR TRIP BAR GRANrr CAPAGItt(I'SL(om 1710' I'-6' PRI (2) Z a; 1 420 10@9 T0@9 9R9 00Z,9 Y-6' 2.2' PI () R a) R 2415 3531 M17 415 415 4'-m' T-0' PRECAST a)R (vR no 7111 nil not 33M 41-6' 31-1' PRECAST (L R (v R 1345 V0 21b5 i600 26M 4 1 3'-1 PRECAST a) I R) R M2 2011 ffiII 2411 241 54' 4.0 PRECAST 0)9 a1R �6. 1"1 1651 roe IB91 Y-0 4.6 PRECAST a) 9 0) R W14S 1423 K10 Ip¢9 6.4• 5.0 PRPLA6t (2)4 aJR 140 VAR R8➢ 11495 6.6 5.2 PRECAST (2)4 a)R 110 1232 1232 no 134 b-6 5.4 PRECASt a)4 (2)R 652 111 1164 ON 1N5. 1.6 6-2 PRECAST (2J4 (2)R fine Sal I 99 825 1m31 la 6.4' PRECAST a14 (2JR 551 %a RaS 764 or S-m' b-S' F CCIT ales 121R 5W 9P14 SRI Ti? 9B4 $-e T-m PRI (2)a (v§ 486 M 061 64 J1 9-4• 6-m FRII ()4 fv§ 416 126 126 459 ISO lm F' 9-2 PRECAST (2) '1 (v§ 354 60 file 3d0 673 11 V 0-0 FREC45T CUS (2)9 30 567 %1 37 W1 1i V II PRECAST a)5 a,9 VW 525 W YT1 Sol Q 6' 9 T PRECAST a)5 a,9 211 4w AIR Rai 512 R 4• 12i0' PRECAST a) 5 a, 9 255 450 oa 214 49 14 0- 12 -E' PREC45T a) 5 all 23S Aim 430 ISO 355 Y -0 13 4' PrEsT91I (2) a (2) R NR I 40 40 4o 94 14 -¢' PE5FSI (2)4 a)§ Nis 311 319 114 1EV I PRESIREE&EED (W 4 a)R NR M 200 3n 19 4 IB 0' Ff�61REeaED (v5 a)9 NR 224 224 1PRESTRESSED (2'S r2)R NR V1 1m1 111M 231 4 20'-0' PRESiRESpED (S (a)9 R Inn In M v-1, 2 -B PRE51PIE 8ED ('S a)t4 NR 111 W4 180[-m 22-8' FiffS1YES5ED f1)5 a)9 NR 131 P2 W3 IVS !MI R'Wi rPJWCV TABS 2 REINFORCING SCHEDULE & Loan CAPACITIES SAFE WORKING LOADS (PLIT 9• X 16' COMPOSITE LINTELS LMEL LIRI [YEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY fom (Im GRAVITY CAPACITY flim nnu BrYFT cAPAGTr NMI. (Im IRK CAPACTT NMI. am aoircm BM t_ BAR 2'- I'-B T / 9) R -me 510 ra` FRELAST (2)Z a)Z B931 loomo basic 0L� PRECAST aT_Z a)R 461 10090 Call 0P@m 3'-1. PRECAST a)12 at Z 3211 alb( 6M2 Caine 4'-e• SPRY' t )R O A44 0414 604S 0D0D 5'-4' 4'-0 PM9CVT /9 oQ3 6431 4427 7047 9 0' 4 6' PR61,07 a)9 3T3 501 Mmm 5430 PARCABT W4 {iJR 4rb AILS 2902 4411 PT5I a)•4 (2JR 3434 Y54 200 4151 PRECAST a) 14 (vR 3115 STIR 203 3915 PRIKAW a) 4 a) R M Yell I my 326o into I Pffi 2931 FREGA47 IV 14 (2)§W 25p1 089 aim! 0'4' I'v PRECAST (2)4 (2)R 2396 2335 W0l, 2506 A' a-e PRECAST (v'4 MR US Mail am 2055 W.A. 9'.2' T 111-4 a)R 6Q1 W27 an 165 B-4' II PRECAST (v5 (19 1455 E84 Q -0' -0° PRECAST 0)5 r21 335 31 6Rl SIR PREGnbT (2)5 lei Qsn 634 FMB P59CAOT a)5 (2)9 1144 046 IDS 14.4. I2'-6' MI (2)5 (2)9 10 A.66 4Bb OR. 171115TRISI (0)'4 (2)R AIR Hit or 5'4' 74 -0" SSED PRE a)4 ivt 79I Q91 411 all IT -4' 16-m' FRE5TR D O4 iOj 41 la-4' IB-0' FFEBtRESSED (v5 (v'3 165 765 260 613 20-0 I0`4' PRESTRESSED (2)9 (05 139 779 249 479 21.4' 20.0' 00 (VIE (1) 1 42 22'-0 1mFri5i AI) a)9 14'-m 24'-e' FrE9}rE00Ep i2)9 (219 41 d81 W1 Siam TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENAATH CLEAR SPAN LIN7E.1 PE LNML BTEEL GP.AYMY GRAVTT GAPAomr PoL (InU PUFF CAPACTT III LPUP CAPACITY (1nL OAN 577011 EAR TOP PAR C4RACET Aft (InB 1.6 2-a' 1616 --moo- I 101'40 1@ d -@' S•, RECA01 <L§ a) "M 1VVVV lawn, 1ms00 4.6' 3-2 PRECAST (2JR (2JR 4142 000E M41 TOM 4-e 3-4 PECA01 )R (LR 3 I¢0m0 103E 5-4' 410 Pr¢cA9 (7)5 a)R one IZ02@ 9TM tmamo B-0 4.6 P 401` MIS My SOW A1a9 46b1 W44 6-d 5-m PRECAST a 6I52 6im- bia. 5.2' PRECAST CUN --a) -.2 S2a0 ow6Td 6d 54' PRECAST (214 (2) V SBW SB16 3611 bQd 111 14' RECAST 1 C) 4 432 40 2696 4509 '1 6-4' FP CART I a (2)a AM 403B 25¢0 43R s-@' 6-e RECAeT ales 1 (1)Z 31M 51W 1218 3Ba3 PRECAST () 0) 342@ Sam 29 3561 94' 64 FrI (21a 113A 2134 ISO RUSS 9.3 PRFC49T ( a (a15 T411 I'll ME 22M 0'-fir PRT(I (. (2)9 F354 M4 031 2605 Q'•m' R"W FRECAsT )9 2 l9 Rita Use W Qb• ii -' PEC-or MIS CV5 w61 W61 Na tell 13.4- Q $ PRECAST () 111 .1 Sol 15 W4 W.W.II a' RECAST a15 IY19 Ran Sao 0.3 K-B' 0-4' (1)a a)R TO W93 Rin 1131 0-d' W-& PIERINasi5D 14 !Y /Z 112 IRA 36 IT- W-0' (Ties (vZ 133m 30 4IT KM4 0a/5 Im63 M3 3 6" 1d-o W Y i1E6TRL.#ED all !1 9 919 911 32 0 214 2W-L' -£STRESSED (95 ails SLR M Rao 22-m' 2m'-e' 67R-BEEP /5 ( I91 191 l I7 24-0 22.E 9iR-3P$D 2/5 b99 6!9 9 TAELENo 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8• X 24" COMPOSITE LINTELS LINT-. CLEAR &PAN GRAVITY UPA07Y em r m GRAVITY CAPACITY f AIL nnu URP CAPACITY (Im (TITS LELFTLENGTH CAPACITY (Im am TOP PAR OVO e2JR 9MI "a ODmo TROOP 4.0' 2-a(2)1 jLINT�FljLSTEEL 6138 OVID OVAS w@ao 3-Pa 5014 lomee 0mmm 000o 4-E' 3.4' 4653 Wool; 5G29 Lowe 4-@'(2)§ T65B W0m@ T051 0e905'-l0' 4-6'2 6251 Coal, VISA sees@ 6.4 5-a(79 4I54 945E6-2'(2) Saes ImOD® 448 010 B 5-4' T 0104M14 SABI 4231 0420 1 b 6'-2' PRECAST (2)a (2 Was69W 3142 6411 i A 6'J' PRECAST d)a f2) 5aas 6m24 SCSI 610 PRECAST v4 a36T 5M1 2002 55Y1 T-V REICABT (v.4 f Asian 4a3T 2B1 "M PRECAST (2)4 AIDS 3126 FOR See 0 -6' 9,. PRECAST (2)4 (. 293 1931 no SDI11'-4' 0'-e' PRECAST (v9 ! 2553 2553 MR 2604 Q' @' 0'B' PfiEClaT (v5 (A 23ci 23e5 P23 U51 11-2' PRECAST a2 5 i;c1 2W1 102 2M W.V PRECAST (2)5 ( RI lib 0 021 w'-In -B CAST (V - TV 1111, 11 W 230 Rla 853 9 20's 595 n4 W'-0' PRE971E°,AEV (21 WNm 44 Is R 4. ro-@ PRE5IRENFD M i Lt B0 311 70 a g24-C T PREB (2)5 f IIB 95 341 a 0' W'•B PREB a19 ggd igp ypq 2D'-6' (U5 p2q p7q 3 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 28" COMPOSITE LINTELS WNI LEIYUTH CLEAR SPAN LINTEL TYPE LINTEL 67EEL GRAVITY CAPACITY Rim(m GRAINY CAPACITY (US_OPW UPLIFT CAPACITY Am(L''Al JKFT CAPACITY (InL f2nU WITo1 EAR TOPPAR 2 10' - (2) 3-6 2 2 PRECAST a)Z 0000 001 10R00 C000 4 V 2-1' PRECA01 (2)§ (2)R 1916 Immmm Imm00 Rocs 4 6 3.1' PFECAOT (2)R MR bmol 00m@ I0000 1Ze¢m 4 B 5.4' PRECAST (2 IR ( § 55m9 WOM Image Coca 5 4 4 d' T f13 9 v R 7 0s0 5365 0mm9 5IV 4-1. i fv9 () 1381 6BW 6EY0A 6 4 4' i G)4 (vR _ 6.6 5-V wcpBT (1)14 (2)R 0= VNXV 5315 08@D 6•B 5-0' PRECAST (C14 (2)R __TT son Room Roof 086E 14 6.11 PRECAST a)4 -I 14a 9961 3648 7" 7-B 6.4 PRECAST N) I a B662 13M 0 m 6 m RPECA8T a)4 (2)R "To 1 lean 33oo 6661 1.4 1-0 PIFICABT (2)4 (2)R U64 6a33 3031 Vil 9.4 SO PRECAST (2)4 aM M61 Rosa 1 235a 414 m'-6• 9-2' PKCA9T (I (vR 3546 3814 ro¢i 36 II H' WO RffCAeT (2)5 (2)9 32W 325E 1521 3t29B' tl V 0-6' PRECAST (v5 MIS 214a 7a50 1 Eab 21 174' A-P PRISCAST (v I (V-3 2116 710 tlr II II-V P�CAST a)5 a)-32416 2616 0M $8 1I Q-m PRI (V5 (2/9 2a16 22W 931 1941 II P-d PRESTRESSED (via 26II 19II n26 1637 11 4-0• PrSaIrwasgio (v4 CIA ffiO3 HIW 1 663 0Q Il 4' W 8 PROro1121 CI 2@m 3 3 5W IR 19 a' W-r/' (2)9 a fiat Wml w3 el8 2&-m' 0-d rris TfE98ED (2)5 19 1 K96 305 763 21.4' 20,a' I`fiE5 (2)5 a/9 62B 21 -@• 20'-8 (P)5 a)9 922 Q11 3n on 6P9 74•@' a7 -B PRP3 a79 a)9 bid ON! 266 51T TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLR) 8" X 6" LINTELS LMEL LFWAN CLEAR 91°AN LNTE. TYPE LMEL 57EEL PLAIN GRAYIIY CAPACITY GRAV TY LAPACITT (am (lit! GRAVITY wACIrr III rim SPLIT CAPACITY (IRL n70a 1PLI r'i CAPACITY (M am POt1IX1 BAR TOP BAR 34' 1 FREI CI i Oil $IS Qa0 ONE, RAW 240E 4-@ 2 v Moser IN n 1 a)§ 1131 to089 069 4 V S 1' PRECAST 1151 6 N09 HB9 4_r 4 W MCA57 J ( C@6 OBI B48 M% 5.4. A4. PRECAST 659 SM 93m M4 1114 6 0 4-b RECAST a)R all 00 Bl,8 9M 6 -1-1. ol. PRECAai (R1 484 141 l41 "S e52 114. 114.PRECAST is 416 Tit Tam I'll54 PRECAST GUN 42 458 693 6W 6e0 IV II 6 7 PRECAST f 4 Ran BBB 666 1 1 6 Y PFI 01114 315 56B 566 am 641 Y m' 6-8' FREGAST Wri ( Z 3 W6 IRS 6A m 4 lim- FREI 0/1 334 Sol VTa% 9-4' VV' ENCA57 (2)4 U)R 2B6 435 OR 316 0'b' a-Y MCA4T UI rl (2)R 2M 311 SIR m8 4a9 I`V -m FRI 2) 019 219 34 3a5 3M II-m' 1 FF£CADT 01 a)9 lO! 202 M Ise ITS II16• II'•2 I) me 243 VAR OF W m'-4' II'•0' 0T War, 01 I in a@ by Q'-B' (U5 so Ism 61 TABLE No, 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 8" RECESS DOOR HEADER LINTEL "ITH CLEAR SPAN LMEL TYPE LINTEL STEEL UNFLRP GRAY11" uPAvrr WAMY CAPACITY (Im (oasu WAYRY CAPACTT (L35L flift JKFI CAPACITY n)SL am IIPLFT CARXITY 11m a:SLt irFol DAR TOP EAR 9-8 -4 FRI 36m 91 1691 4-1- 1'.1' FIRISr.45T (2! 1!R 151 K25 MSea Isla/'-2' 7-0' PFiX,491 (21§ (ilR IP42 D10 we rn I'm 4'4' 3'-@' PREUO( (2)R T21R 969 E3¢ 930 bes Fi96 4'8' i (214 f1JR I ON B96 Ift '-a' 44' PRECAST (V 13 2 SUB B46 046 003 on V-V V PRECAST (21a 496 am Sao 605 TV T- ' W_`V T (1)a 21 315 566 W 499 bet 01-V T-4' PrEGA91 (2 2 316 43m 4V SIR RIM 8'4' FRECA9i (71a 2V 411 1 46 2E 412 2.5, CONCRETING OPERATIONS SHALL COMPLY BATH ACI STANDARDS. 3. MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 5P'ECFF CATICN OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 32. MINIMUM MASONRY UNIT STRENGhI: FM 1500 PSI. AA MOPEI'AR SHALL BE TYPE 5. 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 CODS n510ENTIAL, 6TH EDITION (2011), 5MMON R606.14 OR PLORIDA BUILDING CODE RESIDENTIAL, 5114 EDITION (2014), SECTION 2104.13 ' -kr ,13' r-,1) 05 CONTINUOUS 'r6/ /-III KNOCKOUT BLOCK ."" SCHEDULE ,3, 6 (1) /5 CONTINUOUS ' 7 SB4' RAKRS AT -O- Do(+Im •OR 0J MELDED) BOTTOM BAR SEE SCIEDULE (PRECAST) 8/16-S-0) 05AI) #5 PRECAST 39' �(+) /5 CONTINIJOUS r8'Xie' KNOCKOUT BLOCK IRS GROUT (PLACXD IN FAD) ' •" t' •: � SCHEDULE e . •s. 1) /5 CONTINUOUS STIRRUPS T 4'-C' cc 1Te�v OR WELDED ) (2) STRANDS 7/181 7 MIRE STRESS RELIEVED 27MBI PRESTRIESSED CABLE 8/18-S-0) #5/(1) #e PRESTRESSED 4' 3p". 3a' 1 3A. TABLE No. 6 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LMEL LMITH DEAR WM LINTEL 7TPE LINTEL 570L GRAVITY CAPACITY (OnL fI.15U GRAVITY CAPACITY (1,5L (p5U UPLIFT CAPACITY (I.nL (InU UPLIFT CAPACITY flr5L f2n,! I3011d4 BAR Tp+BAR 2 I4. PRECA T (2) § doOm MOOD WmO0 moms 316 2.2 PRECAST a)R 1 cv R OAV 0t0m armor emm0 4rV 2•e' MISCAST al§ f21R VIA Won RI 4-6 3 FRECATT MR (7)n, Seem PM 0l,0® ®®pQ 5 -4' i m ST 111 9 a) R 1VM IWXmm Sam One 5 dm' 11,41 Pfd{ABT (a) 9 (D R 3 16 Ri m0 6.4' S-@' F1ECA61 (v V. T11 R 0mID0 One MS Ease 6.1. 5-Y RECAST (2)a (11R OMV IE000 655 10om0 6-V 5.4• PRECAST CVN1 (2)§ sence 10400 5011 Bow 14' 64P CAST ales _ (2JR B51 445S M TRIP b A' PRECAB7 (2) 4 (v Z M2 ARAD MI p-m' b'a PP'ECAF (2)N @J§ '149 Zmmo W3 1121 "FEC49T (2)4 (2)R VS4 100mm Ems 1m60 9.4 8-o PIFCA51 a)4 (L 5193 6953 2121 55m 1 0-b 9.2 FP2GA5t a)4 _ (N 4m06 Sm43 2094 4245 A 4 0 0 FREa:T C 715_- _ a)! 4421 4n M5 IEW tl-® 10'V PRI I"R (".)5 (2)9 31m 311 INS 3110 Q•6 II Z _ PRECAST _ (2)9 341R MR INI 2B93 tl -4' @ -m PfE0A57 A) 5 _ 0) 9 MRS 29W ITS 2RA •0 14-e fTECF67 (v5 2131 21A WAS _ 116E A' 13-4- 'R-S, Q)%OR3 T49 14BV 0 4' 14 0' rTRPRSESSED (2) tl no no 603 %5 4' 16.0 FF25TRI IED a) 4 (U R 110E 2280 - 531 Im55 -4' 0-0' PRE61fEBpPD (95 al IBIS Wli Qs. B44 -0' 0.0' PFEBTMOSED (2)5 (71'G 16B5 is 391 l08 -4' 12@-@' PRE . "I (19 1413 W'G 49 691 a-P tO-s' a15 me P4 d' 22-8` PRE91TEB0ED a)5 a19 1141 1 I1,11 214 84d TABLE Na 8 REINFORCING MHEDULE & LOAD CAPACITIES SAFE WORKING. LOADS (PLF) 8' X 14 COMPOSITE LINTELS LMEL 1N CLEAR SPAN LNTELTYPE L2aE1®TEFL GRQVIIY -VI7,T CAPACTT (IP5L [IY5U UPLIFT GAPACInY (115L r1511 UPLFi CAPACITY flnL 12YRl 5D(iQi BAR norBAR CAPACITY rmnL fRSJ (VT (I SIR WX anta me 3.6' 7 T PRECAST f2)R my W14 I"Do am IMR, 4-!' 74e' PRECAST a)R. a)§ 3651 1mm6sR 1440 0m90 3-1' CAST (vZ a1R 41 102i 5617 022 4 p' 5.4 3'4' PRECAST PRECAST fT)§ (2)9 <vZ a)R AI9 Ali 21 44n &B0 3169 12ffi ARCO 5 TV CAST a/9 f2)R 3944 9d&5 as" 6.4 O 9'-0' PfECAB f MR VAR Mio 2539 MR PECAV 1 2861 MT 2393 ARAB WAY l-6' F 4' 614 CAST CAST CI W4 a!§ 2lM 2193 213E TIES not III 1035, Has 89 6-4' WEV PRECAST CAST a)4 fT)4 NI 21o9 967 " 1lel W4 4% NIS 1 PM T•1' PRECA91 ales ) 1025 INS 863 sea V.e -4' e-0` BT 0I a) I51 15" 691 lio • a-! T a)% fal .2 Asa 1265 pal CIA 9.4' lm-0' PsfJbt (v 9 sis IRS Ali 301 T-W 10I (215 2) 55 1041 1041 5N ART Q'-&' P-2' M159M 64 1016 7 PRECIVIf (2)5 (4J Ufa 502. 463 1 935 19'-0' D'-8• Pi{ASf fv 5 (2) 611 4u I Asa TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS. (PLF) B" X 14" RECESS DOOR HEADER LNML TK CLEAR arm LINIELIYPE LMEL SWA - GRAINY CAPACITY am (M4 UPLIFT CAPACITY OXL OM III CAPACITY (IlrR1. am 83fT aM 1q° III .e' PRI ) g Rue CAST fUR )R. 1 0 T4@ 0mlm 4'-r r-V PREQlar a)R )R Was a I¢'Emm 4.4' 3.4 CAST CI 7)R. f �i3 6I39 Ross •4)• ar ' PRECAST am }R 491 5Em 7716 P-0' 4' ' PRECAST N 3S0 Al T I" 6'-5' S'•4' PRECAST W% 21M 2259 28Z 74. 6'4' SIT Na 2 16 22m a-r T-4' CAST R)a 11 1241 n V-r 9'4- Par SIT rues 1496 9l4 006 I 59. 38' ARCHITECTS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII �oovvvovoo� E 8 W O G SVBDIV. 8e LOT: OAKLAND LAKE (LOT 72) MODEL: W1452 XXX00- 00 PROJZCT#: 1180. WPB PAG M LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA FEB 14 1 A' E: 2/14/18 GALE: 1/4"=1' -0 3.1 OF e`J , AC COPY A R C H I T E C T S EXTERIOR MASONRY WALL BRG. HEIGHTS ................................ 8'-8' BRCS. LOAD BRCS. WALL I NON-BRG.WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS CALL i SOUARE WIN/DR WIN /M SUE ZONE 160 MPH WIND DESIGNATION WIDTH FLIGHT 1 112 16 X 1-0' 192' 84' 5 26.09/ -44.03 O1 2 20 3068 DR 36' 80' 4 30b4/ -30b4 3 I1 25-SH 38' (03' 4 3231/ -42.62 EGRESS 4 11 EVPS 3V 63' 4 3231/ -42b2 5 42 5066 SGD 14' 80' 5 28.14/ -51-013 6 11 25-SH 38' 63' 4 3231/ -42b2 1 11 25-SH 38' 63' 4 3231/ -42b2 8 11 25-51-1 38' (03' 5 3Ob4/ -51.18 EGRESS 9 Il 25-SH 38' (03, 5 3Ob4/ -51.15 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS d CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY R3 2x6 u 6 16' O.C. CABINET SECTION BM v- r v 0 m m s 3'-2 10'-0° 8'-0' iz I O — — — — — — — — — ■ I LANAI 5'-0'x10'-0' (EFL) I I I O I HB I 5068 SCsD 5 6 14'-2" OO 25-SH 25-SH EGRESS r ■ =N r R/TIC w DINING 1 GREAT ROOM O 14 -0 x19 -4 10'-0'x9'-0' I 8'-8' CLG. ■ 8'-8' CLG. 1 I I 9'-0" I � 16'-2Lu z o � 1 S 010 N A II � i I I i i 1_10" 2'-8" 3'-2" I 5'-10" 4'_8 KITCHEN 8'-8' CLG. C AD OUT WALL w N e 12' AFF. c0 F------_ OPT. OWNER'S SUITE IItl 14'-O'xl3'-4' 8 -8' CLG. ROWER HEAD AFF. N G �s 3,-0" q 4'-.4 5' -2" ' tin ro O x 3'-0I w I 2'-8" ------ i REF. CIS i rj ji 1 'Q 3 SH i zz % I " d251 1� 1 8 In�iiii I 1A mcn SHOWER HEAD I I i &I .o W.I.C. 0. BATH ®6 -8 AFF. I 8'-8' CLG. 8'-8' CLG. TUB I �Ii L ___ m om ■ IR-ISH BEDROOM 3 �" 1 2-8 G10'-O'xll'-0' r F 36'x22' BOLLA COND. a, -a, CLG. co I ATTIC I O pq L ACCESS j je A3-0 $F. R/T I R.Afs I FOYER u I� �, e'-s' CLG. — — — 2 1R-ISH 2—CAR GARAGE ■■ -- ■■ 18'-O'x2O'-O' L L W-8' CLG. m 13'-2' 2'-1011 V BEDROOM 2 12'-0'x10'-0' `r 111 6-8' CLG. r O M.7. O 2 ENT Y 8-8' LG_-- G 2'_4° 21_4° Igo'-0" 40' -0" a ELECTRICAL PANEL STRUCK BLOCK e GARAGE WALL S 1 16'-0' X 1'-0' OHGD O-------------- m HB BM M FLuuR PLAN SCALE: 1/4 = 1'-0' ELEVATION "A' Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �illlllllll ��0000aaooa� 3UB3DIV. 8c LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00-00 PROJECT#: 1180. WPB PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA M. DA E: 4/23/16 s :1/4"=1'-O" SHEET 4 OF' 9 % a SQ.FT. CALC.'S IST FLR. LIVING; 1,452 SQ. FT. TOTAL LIVfNGx ENTRY GARAGE LANAI 1,452 19 393 SO SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 1,944 SQ. FT. COWONENr AND CLADDNO WND LOADS SAM WIND EUPMW FOR 8 SECOND CUM CALL i TaE SO APIs WIND WUm HA3QHT F� D680F1 IM 1 112 W-10" x 11-0' Iwo 84' 5 2605/ -44.03 30.64/ -30.64 2 20 3069 DR 36' BID' 4 3 11 21-111 38' 63' 4 32.31/ -42.62 EGRES6 4 11 Ems 38' 63, 4 3231/ -42b2 5 42 5068 SGD 14' 8ID' 5 28.14/ -9105 6 11 25-SH 38' 63, 4 32.31/ -42.62 1 11 25-SH 38' 63' 4 3231/ -42b2 8 11 2E25-Sk 38' 63' 5 3ok4/ -51.19 30.64/ -51.18 9 11 25-SH 38' 63' 5 E ad WIND DESIGN CRITERIA A. BASIC WIND SPEED MF44 (3 SECOND GUST) VULT-160 / VASD-124 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS a CLADDING PRESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. PBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY OAP TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYUTAI.L INSTALLATION ON ALL FRAMING; HEM6ERS T-®' FROM TFE FNSH FLOOR WILL 5E SPRAYED AND TREATED Wl'BORATE' A TEFiI 1E TREATED SPRAT 3 W- TOP _ PLATE m m 2* WOOD FRAMED) 4116, of. CABINET SECTION am( elo i.L �- ■--------- I LANAI I @ 14'-2' 3'-1" r O O (D O 2E 5068 SGD I 25-814 25-04 om% ■ ■ 0-0 ■ ----- ■-i--■ ■ ■ ■ R/TlC I GREAT ROOM DINING 14e S ■ 10'-O`x9'-O` 0x194 ■ W-81 CLCL I - I @ OWNER'S SUITE - e 14'-O'xl3'-4' v 8'-8' CLA. nx I I IF1II � N I I G its I 6 y 3'_fa° ,q i- _10' 2' '-2" I 1_2113'-2° 2,-8, a KITC IIEN 3'-0RIT AD OUT WALL y _ N O ■ ■ `= -------- I L �+ :n 2x8 ' S-ouER HEAD �I DW.I.C. 0. BATH v' ■■ V-VAFF. e -V C1G nm" L cL4 - — 1R-S — —I O BEDROOM 3 ' 2-8 36'x11 'Lr G10-ONW-0 8'-8' cLG to I ATTIC LC1 l 0"'-a 3'-10till 56 o..1'-4" r 1'-8' 1'-6' O C __ ■ 3-0 BF. R/T �, I FOYER �t I r-v CL& 249 --- I °� �8 Nz-1sF+ 2—CAR GARAGE .fl ■ ■ ■ ■ IS'-O'40'-0' 9 — _ Si CL a ■ M.T. ry a ELECTRICAL 0 PANEL E Y PAD -OUT 131-2' 2' - 10'Af7 ■ `7 STR= BLOCK ■ HB o esARAr'E WALL BEDROOM 2 ® I = 12 v � ■ t CL& 8 r I I � I O I6'-0' X 1'-0' OHGD I ■ ■---■ ■ ■ ■■■------------- ■■■ 25 SH O E SS 2'-4" 2'-411 '-8' 40' -0" Ki FLOOR ]PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 L�'llll'I'll �e�oov0000� 3tmorv. 8e LAT: OAKLAND LAKE (LOT 72) MODEr. 1452 XXX00— 00 PROJZCT#: 1180. WPB PAG IC: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLOFEDA FEB 14 2p1E D/( • 2 4/18 9C/4"=1'-0" OF ..:Ple °A.Y 12 51—�:;; V-8" 5RCs. HGT. --- 1'-0° 6'-8" HDR. HGT. 6' lU SCORED LME 1311 IT TEXTURED GEMENTIOUSOUS � 00 COATWs PER (ASTM r C9Q6) (TT'P) 0'-0" FIN. FRONT ELEVATION SCALE: 1/4 . I'-0' ELEVATION "A" �n 0'-0" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 155454Ff, NET FREE VENTILATION AREA REQUIRED (1/300) &a %FI. REQUIRED VENTILATION AREA 6.21 x 144 OR7 SQ IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 34>x OFF RIDGE VENTILATION AREA H5 :41/oT SOFFIT VENT VENTILATION PER IF 11.74 MIKAF TOTAL # OF VENTS REQUIRED &89 TOTAL # OF VENTS PROVIDED 4 REQUIRED 9QIN VENTILATION IN TOP OF ROOF 4471 8¢01 REQUIRED IF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF OFF -RIDGE VENT _6'-8' HDR NCst.I - — - — - _ - -- ■ \—TEXTURM CEMENTIOUS COATING PER (ASTM C916) ITYP)� - -_ ----_ _ - — -- - — - -— HDR. PGT. `r r _ i6'-8" REAR ELEVATION SCALE: 1/4 . 1'-0' ELEVATION "A' 1212 5 OFF -RIDGE VENT 5 12 5 V-8" BRG. H4GT.EiRG. HGt. Y 6'-8' HDR. HCsT�- - ------------- ------------- -- — - — - — - — - �6'-8" 1-�4DR. HCst. `r OPEN TEXTURED CEMENTIOUS r COATING PER (ASTM CW6) (T1'P)--- El. 0'-0" FIN. FLOZ_- - ---- — - — - — - ---- — - — - — - — - — - - — - — - — - - — - — - - - o0 -0 FIN. FLR I OFF -RIDGE VENT n cmff-. �rdqM LEFT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' I'-0- 6'-8" HDR. HGT• --------------------- ------------- \—TEWURED CEMENTIOUS -0a ATING PER (ASTM Fi 1=� 7 C%b) (TTP)---\ 0'-0' FIN. FLR. `-' RIG] SCALE: 1/4 . -- --- - --- - -- o0'-0" FIN. FOR- ITELEVATION ARC H I T E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngfou p.com AA #: 0003325 SXMDIV. 8o LOT: OAKLAND LAKE (LOT 72) MODELr 1452 XXX00-00 3P1iOLJECT#: 1180. WPB PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT, STATE OF FLORIDA FEB 1 %' D�kTE: 2/14/18 SCAIM: 1/4"=i'-0" SHEET 5 OF 9 "gip - C H �Ij-1 D 71j T �jlr 11j i GONMFO_ OATS: 01-01-15 @E Y�UyVISID {J' mA 1` �7 YH4 IIMJ ry�l d� IIIVI III)IIJ C p- y T¢ T N TiT"i C T O E SCHEDULE SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META 16 1450 HTA IS -IS 14Y`C ;1) IOd x 1 1/2- I -PLY, (6) Ibd 2-PLY, (LISP: (10) Mod X I In' - NO I66 OPTION) (2) 1(2) iS85 HTA 16-18 2W'm (10) 10d x I In. I -PLY, (u5p. (10) IOd x I In') 1900 .14) I6d ]-PLY (U5P; NO I6d CPTIOi) HETA-16 IZIID HTA Ib 1615 (9) Ipd x I In' I -PLY, (B) Ad 2-P0' LISP: (Ip) Ipd % I In', NO Ibd OPTION HETA-2m IBIm HTA 2p 1615 (9) I0d x 11/2' I -FLY, (S) I6d 2-PLY LISP: (10) Ipd x 1 In', NO Ibd OPTION P r Ir (2) HETA-20 2035 f2) HT4-2p 3110 (10) Ipd a I In' I-1-LY UaP: (10) 10d x 1 .2' --------- 25D 112) ad 2-PLY (USF; NO I6d OPTION) LGT-2 2150 - 1_UG7-2 i$19 (V - V4' x 2 1/4' tITEN, 2 PLY (LISP: ELK (a) 1/4' W5, WOOD (16) 10d V) DE74L-20 2480 NO U5P COJvERSION FOR 6NP50N DE7AL-20 (IS) - had a I In, I PLY MGT 3W5 M: KsT 4000, (I) 5/S' ATA M H*H STfRE IiTH EPDXY (MIN, R' EMBED), (22) IOd TO WOOD (LISP: (28) 10d TO WOOD) _ HST-2 1p98p HLGT-2 9365 (2) 3/4' ATR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1Od TO WOOD (LISP: WOOD (81106) HGT-3 10530 HSGT-3 9365 12) 3/4' ATR, IN HIGH STRENGTH EPDXY (MIN 12' EMBED), 061 IOd TO 100p (LISP: WOOD (a) Ifvd) LG73-6D52.5 3285 LUG' 3 593E :131 ED9 V4kT In' i0 GIRDER, (4) 3: S' x 6" TITEN HD TO WALL (LISP: LONG (4) 3/8" X 5' WEDGE BOLT, LLOOD (12J W925) LT42 1210 PARALLEL TO WALL 1425 PERPENDIOUL4R TO WALL LPTA i555 (IO) Imd x I -In' (U5P: (10) IOd x 1 In" VGT 4$40 NO 145p OONVER510N FOR 51MPSON VGT N) $/8" ATR IN HnH 5TREII IIH EPDXY (MIN. V EMBED), (I61-SD$ 1/4"X3" TO WOOD m VGT 11e5 NO U5P DON'rER91ON FOR &IMF'SGN (2) VG-) 12) 50 ATR IN 14<H 67RE'6TH EPDXY (MIN. V OTEED), (92)-6D5 1/4'X3' 12 PLY MT5-12 IPDE' MUW 12 1556 '14) 1 % 1 In' (LISP: (14) Ipd x I V2", 04) lOd) 6T5-* 1150 HN, 1& 1660 o 16) IOd x 1 VS' (U5P, (16) 111 x 1 1/2', (16) lad) 479-ZO 1450 I <O 2045 f24) Od x I I,?' (UM, (24) l0d x 1 In', (20) Ipd) 24) 10d x 1 112' (USP; (24)101 x 1 In (20)10d) 475-24 1450 HTW 21 2045 -LaIA-12 n. 525 -L61412 510 10)IOd LISP. CIO) laid LSTA-15 .. 1235 L8T4 L%9 14) 10d U5P. (14) bd META-19 .. 1315 M31A-15 1315 i 14/ 10d LISP, (14) 10d (n d M6T4-24 .. 1640 MIA-24 Mac NS) 10d LISP: (V 10d MST4-30 :, 20 MIA-30 214p l22) 1Ind War: (22) IOd MSTA-36 :. 2c5p MSTA-36 2525 (26)lod Ubp: l26)IOd F-' ME71-36 3ZOO KZTI 236 BOW f 56) led x I In' U6P. (36) IOd x I 1;2' f 167I-48 5065 K761 248 4250 f48) Ipd x I In' U5P (4Z) IOd x I I,:" H6 95o LFTA 6 15-5 (8) 8d TO PLATES, (8) bd TO STUDS (U5P; (16) $d x I In', (16) ad) SP4 855 5PT 4 945 fb) b % IVY TO STUDS Wald. (6) Ipd % 1 In' TO STUDS 434 395 MP 34 410 (4) ad x I In' TO BEN1, (4) W x IVY TO POST. USP: (4) 86 x 11n" TO BEAM, (4) 86 x 1 In' TO POST. HOP2 645 HHGP 2 101E (12) kl� x I in' USP: (10) IOd x 1 In' TO TRU55, (10) IOd X I VY TO PLATE H10A 1340 RT 164 2180 No) I6q x I In, u5P: (W Imd x I In' TO TRUSS, (8) 106 X 1 4' TO PLATE VGT 4 NDU4 4565 PHD 4A 4535 i16)-5D5 V4'x ' TO WOOD. (0)-SDS I/4"x1 In' W/ THREADED ROD, (2) NUT5,W46HER/2 PLY U5P: 5)b' ATR MR11- IFTEED SET M HIGH 5TRF GTH EPDXY, 00) WGiD WOOD $CREWS VGT I HD1B 4540 TDX 10 5110 /16)-6p6 V4'x3' TO WOOD. (3XB/4" STUp 50L'�EADEp T6 W/ T4ROD, (2) NUT6nLA8HERnpLY 1)e" A1R MIN. T' EMBED BEt IN HIGH STRETK T-+=POhT, (411rB" THRU-SOUS (!1 0 = U z Q AB'U 44 2200 6665 PAU 44 2535 6T15 /I) 5/6' ATR IN HIGH STREW47W EPDXY, (MIN 1' EMSEp.) M CONC- (12) Ibd TO WOOD LISP: $AWE A$ SIMP$ON ABU b6 23pp 12000 PAU b6 2535 13515 !V 5I8' AT.R M HGH 6TREiYaTH EPDXY, /nM. T EMBED) M CONC, <I2)16d TO WOOD USP: 54:12 AS SIMP6GN LTTIS .. 134D LT5 19 12M /V 3/4' AM IN HIGH $117i EPDXY, (MIN. 1' EMBED.) IN GONG, (00d TO WOOD LISP, SAME AS SIMPSON LT7206 «. BOO LTS 21SEl III (I) In' AT.R IN HIGH STRENGTH EPDXY, (MIN. V EMBED) IN OONO- (10)10d TO WOOD HSP: 3/4' ATR MIN 1- EMBED SET IN HIGH 6TREPY4TH EPDXY, (10) 1pd. (10110d x I HTT4 4455 HtT45 4465 I 9/5" A1.R IN NI,314 Still EPDXY (MIN 1- WI IN GONG, (IS) $0W X I In° (U5P: (20) I6d X 2-1/P9 J6p HAS MIO K NAIL OPTIONS: (20) md, (20) I" x I -In', (2O) I6d x 2 In" HITS 50 HTT4B 54SO (U S/S' AT.R M HIGH STFWNGTN EPDXY MR 1' EMINI IN GONG, (26) I66 X 2 1/2" (U6P, (20) I6d X 2-In') p:51F HAS MORE NAIL O 045: (2a) lad, (28)10d x I -In', 120) Wd % 2 1/2' HHDOII-SDS 2B, ll,az U-HD 11 12050 ! I) i' ATR IN HIGH STRENGTH EPDXY, (MN. 10' El'113 IN CONC, C4) $D$ 4' x 2M" WOOD SCREWS N5P: (24) W53 LOCO 5CREW5) HD1B 6645 _IX 0 5110 (U 1/6' AH. IN HIGH STRENGTH EPDXY, 111N. T EMBED.) IN DONC, (3) 314" STUD BOLTS TO WOOD (USP; (4)1/8" BOLTS) (n MBHA 3.56/1125 3415 5330 NFI135X121J 31b5 1130 IMP$ON: (D 3/4' ATR IN HIGH STREN<TH EPDXY, (MIN 6.T5" EMBEDMEnIT) IN CMU TOP, (1) 3/4' A.T.R. N HIGH $TRENGTH EPDXY, MIN. 6.1W EMBEDMENT) IN G11W. FACE, ('almd TO SEAM I,WOF: (I) In J-BOLT WFMNPNI 6: EMBED, 4 NOT LE55 THAN 4- FROM EDGE OF CO:C X 3/4' 0I4 ITW !VIVET/REDHIEAD DTNA 13"T SLEEVE ANCHOR OR I W/ MIN. S' EMBED DEPTH IN5TALLED IN THE FACE. W HU9O412 (WOOD) 3635 26Gp (FLR) H.44121F 301 253p (FLU (10) lad TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON -- 3265 (ROCF1 3223 (ROOF) Z HUO410 (OMU) 1510 5055 1ID410 IF 1905 3115 /10) 1/4' x 2-3/4' TrEN (9 PER FLANGE) TO CMU, (10) tOd TO WOOD; N6P: 05) 1/4" x 3- 163 5GREW8, ('10) 10c1 TO WOOD. S14UC21ID-2 (CMUI 1e1ID 5055 WD21p-2F 19p5 3115 i I61 I/4' x 2-3/+" TITEN (9 P=R FLANGE) TO O-Iq (10J 19d TO WOOD; fUSP: (I6) V4" x 3' Why SCREWS. (10) Ipd TO WOOD HUG21p-] (GMLp I81p 4ppm HD21p-31F 19p5 31T5 -'9) L-' x 2-3/4' TITEN (3 PER FLAN) E) TO CM J, 1011Dd -O WCOC: (U5P 0&11/4' x 3' W93 9CREU6, (10) 100 TO WOOD LGUYI26-2-6p6 14B0 5595 1 No U5P CUNVER.SION FOR S,MPSON LGUM26-2-.5.J ) 3 b' x 4' TITEN FC ANC:GRS (2 PER FLANL ' TO CMU (41 1,4' X 2 )2 6p6 SCREWS 'D WOOD NIGH STRENGTH EPDXY = 51MPSON '5ET F-PDXY'-TIE' CONTACT THE WRITTEN APPROVAL PR'DR TO SUBSTI, _ IIrC -0R 5MfLAR EPDXl PRODUO75 OR U5P - CIA APWFSIVE ANCHORING 5YeTEM8. . -HERE ANCHOR EMEEDME:'.7 E G-BEATER THAN 1' DEEP.'(_'.'EFCIGAL DELL IN D`IW. :HALL MS- BE FILLED SOLIp w/ GROUT. - 10a COMMON NAILS G 1 BE Su55TITUTED WItH IOd x I In' NAILS IN CONJUNCTION WITH A 231. REPUCTe3N IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARGHITEOT 18 RBa1IIREO FOR THIS APPLICATION PRIOR TO N5T�1_4710\ . MiNIMU'" EM5EDMIENI I THE TOP GR A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT' INTO THE FOLHPATON WILL BE 1' W H AT.R A-'pl ALL THREAp ROD (SIZE, PROTECTION TYPE, LENGtHt E1C. VARIES) O5ECAU8R OF T"HE WIDE VARIETY GE M4TERIAL6, _OOAI'.CN5, AND CONDITION5 -4A1 MAY AFFECT CONHEC-. GF THE CO`IHRAC CR'"'JBT ^ __ RE51.A.61Ei_E SURE THAT THE PROPER GORROBION PROTECTION a USED. WHEN U51NG 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL P46TENERS, WHEN U51NG :M4X / HDG :+ALr4NI=D GOJVEG10R5, USE F45TBNER5 GALVANIZED PER 46T^ 4153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 5451S AND MUST HAVE WRITTEN APPROVAL FROM THE ARDI IITEDT/EIY,INEER OP RECORD PRICR -0 _SE. ALL GUNNECTOR V4LUE5 545ED ON SIMIP5ON "WOOD GONSIF O'I"ION CONNECTORS C-2m13' , 'HIGH WIND-NE5'.5TANT CON5TRJGLND ON C-Lturt, AANCHORING 4 FA$TENING 51 STCMS I` N CJNrR—T= e MASONRY CAALGG G-SAS-0012.IIFFFFF 2x12 (02 SYP) 1A61 OSB (TYPI NAIL (3) 12d • &'-8' O-C. TYP 2x12 BM./HDR. @ ENTRY MINIMUM REQUIREMENT$ MAXIMUM HEADER SPAN (ft.) UP TO 5t-01 TO 0I-0' UND. W-II 1/2' 11-11 112, AND UP NUMBER OP HEADER STUDS SUPPORTMG END OF HEADER 1 2 3 NUMBER OF FULL LMW*TH STUDS 2 AT EACH END OP HEADER 1 3 FRAMING NOTES. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO iViASONRY/CONCRE E 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 FLR. TRUSS/BEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE (2) META-* J2 n n u J2 L2G Li LI _—_ Of—_—I� )III itQ Q VS n I ti -ll, n it 11 I I I I I I I I I I I I J3 v Q u u u u n i V4 pti J5 = I A2 Al A2 CI CI C2 C3G J4 J2 =7=- (I II L it 11 II II k II II It Isn -3 n n n n n 711 Y t— T— t— t— t— t— 1— t— t— t— t— dl M —i i i i II II —t1 711 Is n n u u u ii J3 II II II II II —— J5 IL_I— 1L—JL_ --_— ♦f Ix4 5TM. CNL>RD BR4CIPICs SI '12' O.C. MAK SECURED UU (2)10d COMMON NAiLS EACH CHORD INTERSECTION 52 J = u u n u u u J4 I■ +1 1 4 II i J2 I No n n -1 n ROOF FRAMING PLAN SCALE: 1/4 a 11-V ELEVATION 'A' (2) META-116 A R C H I T E C T S ;n 1�— LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA#:0003325 , 11111111111 011111111 Lgommommomaii E 8 O C SvBDIV 8e HAT: OAKLAND LAKE (IDT 72) MODEL. 1452 XXX00-00 PROJECT:: 1180.'WPB ]PAGE:: ROOF FRAMING PLAN 160 MPH EXP. C ARCHn ECT- STATE OF FLORIDA FEB 14 M ✓ D T'': 2/14/18 CAL.E: 1/4"=1'- 011 SHEET OF ELECTfRICAL LEGEND SYMBOL DEFINITION NOTES 110v DUPLEX RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE I10v SUNTCNED WMCM HAP MUCHEP DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED IW CROW FAULT CzFI RECEPTACLENIMPMR ) (tAlFER RE815TANt (� 220V RECEPTACLE 4 WEE CO*a r[CN �{�p 110V DUPLEX EGllPPED UV GRAND FAULT �1JJC j RECEPTACLE INMRPTER MEATHER PROOF) SWITCH 3-WAY SWITCH j¢ 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIWT FIXTURE - RECESSED LIG;HT FIXTURE- HANGING y l LIGHT FIXTURE - CEILING: MOUNT LED )--j LIGHT FIXTURE - FULL CHAfN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF kj( L04T FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LWT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL ® PANEL METER SD SMOKE GATT OACK-UP WI +4 DETECTOR pow ca"m BAtt.0AcK-UP ul wAgpim CARBON MONOXIDE ® DETECTOR GEILNG Sax W01REP TO BE J-BOX SUPPORTED N A000W*ZE flV am MA%W AS SUCH FOR NSF'ECi'fON FLOOD LWT DC DOOR CHIMES TY TELEVISfON JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLdNG WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 IAAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ FT. 4,= (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT mm (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,40 FIRBT 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA s .4) 14241 TOTAL NET GENERAL LOAD 84241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (85K) 3250 NET GENERAL LOAD 24241 NET TOTAL HEAT 10,450 TOTAL LOAD 34M CALCULATED LOAD FOR SERVICE 34.691 VA / 240 V= 144.55 200 AMP SERVICE P14. JAM DED. 20 AMP OUTLET FOR M. WAVE COACH LIGHT ELECTRICAL PLAN SCALE: 1/4 = V-0' 1=LEVATION 'A' TRANSPO"R CANC. NWVA VOLTAGE, 1629WLW 0-24CASOV SERNC✓:, SN4LE F4A88 TYPE, WDERGROUJD AVAILAWA INITIAL GYMMEt cw- FAULT cipmrr AT SECONDARY SIDEt (OWr4v vGLT61 MA)CMUM PA LT CURINT. POW a" SERVICE CY OTNERD (3) 1 T"44AFNUN COPPER CONDUCTORS. (D 6 TWHNf 4N COPPER OPIGUND N 2" C014DUTr. N3fA ]R 200 AMP COMOO uo/24m r<xr 42 1„I CAN GIIGUITS MLO 200 AMR PFILTIE/DATA�� r—� r AMP ELECTRICAL RISER MATERIALS AND NSTALLATICN® SNALL COMPLY V PRONSION6 CF THE NATIONAL FI Cr CODE, LOCAL THE LOCAL Powm CO. r_ CABLE / TV IILIATHER PROOF mOX 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.abdesigngrotip.com AA N: 0003325 1 �"IIIIIIII \000000000J stmmv. & LOT: OAKLAND LAKE (LOT 72) MODEL• 1452 ?OOI00-00 PROJECT*: 1180. WPB PAGFE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA A: : 2/14/18 ALE: 1/4"=1'— 0" SHEET 7 or 9 pie Buildiog Permit # Owners Flame. Planning & Development Services Department. Building & Regulations Division Prardtct Ptev'tew Affidavit Applicant: Product Molei Wimher Opening Design Product Rated Monuf acturer product Glass Type tuletbod of Attachment Pressures Desigri Pressure Approval Number Wint ows Series 4700 �3137l42.62 +501iyg W Ply Gem FL340`l9_R2 Norm-ampaci One 3,116" FTW Tapoon witi.t Magi: Hong Flange sufficient length to achieve t I'T' 25 SH Egress minimum r;.aboidmeaL. Pet)uired anchors: Head (2), Jamb (3) Each window. Wine, ows Series, 4700 t:32.371,416?, 4-50/-!i() Dp ply (relit 3'L14039-1 ^Carrimj-mct Ore 316" i`PW 'fapeon with sinot Hung Flange snffc^ieri3 iength to achieve I i14' 25-SH, Egivs minimum embrdnignt, Required "61 M[P anc."r& Head (2). Jamb (3) Each window. Mull3 ns Series 4700 ti t1 +r= 75 VP Ply Ckm FL 15264.2 1% ;A )+' l6" iTW Tapoon wtews of embeYa'raon♦!ac�tif I I/a" moot A ivll'ru�tl�ia�.11rvi+l4YF.A4)51'- 1' suhsArate,. SWA a Glass Doors Series 7700 r" R'4t-4' fit ;, -50 DP Ply V 91a FF_,I46142 Non-irnpae, , a " 11co Taipconv of sulluient leng a3 to i, chieMt, a.2 e�L"nS niSimrn embediment. Rena Aired anchors:. Hetad15ill 6), Jamb 6) Each window. Swfol r Type Doris :3'Q°"xWO' f 3().h41-30.6 4 hi.t)'-f*7.f1 rherrna Tru, FL.5391-10 id.'A ITW Taapcon %: Min Embedment 1- smooth Star IW, Min Clearance to edge 2 , Nair. Fiberglass Oostende to adjacent anchor 4% OR ELCO Tapoon 114% Min Embedment 1-114°, Min Cfisaraance to edge 1% Min Clearance to adjacent anchor 4", Anchor Spacing Max 18-a" O.C. Clara a Doers 16x7 Model +2s,911_3139 +3042 (° 0pay" I L;6546.4 IN A Jamb to block on vertrole jamb; %'xl 73W6 %" min embedded Tapcon. Max spacing of 7'/a" and 1" 00 steel washer retl abet. Door to Ja mba 13 CA GAIN. Steel flag bracket attached to jamb with (3) a X I we lags y with (2) 1/4' rivets. 2 1/24 X 12 GA GALV. Steel brackets attached to jamb voth (1) 5116" X 1 518" LAG screw per track bracket. Haarr ane Pfotection 24ga ;Steel 'rt1 A 440,140 l"a"tat'n Metal FL s 1964.12 N/A '.G" Tapcon Anchors, SG Tapcona, or panels Supply !A' x s/" All Points Solid -Set hnch.ors. Nfininaum embedment into concrete of Root Ventilation 4" Standard MIA VA 'i ranko FL52139.3 P3 FA Apply roof cement to the underside. C)1 ' Ridge batik and side flanges of the rid 'Vent vent. Cement shouldhG'/,"thick and extend 2" unto croon° aanderlayment. Attaclwd i`ent top and Side f3aiag.?e:s to duck with nails spaced. S' u.c. and 3. '/:" firom each road. After fasuming; 114 age to deck, nail and adhere loosened shingles with flashing cranent. Apply flashing cement to rxpoied mail heads and wherever flange edges Wooc shin>lcs. Roof ig Undedayment 3q,'A N,;A N/A Trinity ERD FL152.164(2 N;A Field spacing max 12" O.C. Staggered overlaps attached 6" C.C. with corrosion resistant Wieners with 1" d aameatar pi:a%Vc t"1 mutai cap mails. Ro0'F gAsphait N/A "NiA N/A `Fal xko R38355-R3 WA 6 naaits per %Nagle, Standard type shinj les roofing nail; nait shanks should be 12 gauge wire and minimum head of 3W, wails should penetrate deck completely and extend at West 118' aat. I pave revieawett the above components or cladding and have approved their use in this structure. '['best products provide adegnate rriistunve to the % d brads and fort" specified by current rode provisions. Prof.. Cert. No. Date. A R C H IT E C T S 6 Design Group ��o. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��vv0000vpo� E 8 E rO i L sxmmv. & LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00— 00 PROJECT*: 1180, WPB PALE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FFB 14 A : 2/14/18 C ':1/4"=1'-0" 8 OF 9 PAC CO fU % RIIII VERTICALLY (I) is REDAR %ERTIC ALLY W COW. (U R! RECAR VPR(IGALLr W W GONG POURED CELL (a, MIN LAP) POURED CL•LL CAI' MN LAP) POURED CELL (Tb' MN LAP) $TWO 16' = MAX - R-4J NBUL MN. R-4J NN SUL. M S VT' FEAD GARAGE reX1UREl CE'IEdTiOW COA7NG 1E)r1IRED CEME4TIQI6 COATNG VARE'A W744 6L,7PE L Z 6' cm L b W PER 1A81M GST6) t77P1 PER (Amm CSN., a rP.) OEGIIE III PLATE TO 6LAS - E Q S' cm- -- Y cm W kx9' N4C10R MMT W V « r 2v L IR' GYP. W_ CD. - - - Ia, GYP. III- CD. IT IN GIMPGON 44W4 b' � 41A& GTTi EPDXY B'oEP. M WE `R p CUM HEIGFI7 VAR)ES 'R O '" WOOD CASE UA^Jt70 CASE > MN. • ST' OC AX , 6ECURE CT. PLATE 70 - _ Q ELK W (U Wild MASONRY _ NAILS AT' O.O. (MAX) Z _ 9 V!' GONG, REII4F. W 6kb' L b IR' CONC RERF. W 6' :9 .; a ,� WL4AIL4 UWP OR P r b Ir)' CONI REW. W 6'x6' ° W.ioSL4 W W OR FICCR'1CAii ON b' ,° Y L .. 3 in, OONC. ISM. W 6'x6' = TWYLE VAPOR WHMILUAULP OR FIDERMEI ONP0.Y 33MYLETE YAi'OR ON 64NIL POLY VAPOR CARRIER GN b-MIL P0.7 ETHYLEIE VAPOR GARRIBR ON "ELL -COMPACTED - ON *-M 1WP OR rNYLIEW4WARRII ON 4-MIL POLE ETI4ELENEVAPOR --WRIER ON T ON UE TIEAIED PILL F(2) DELL -COMPACTED 4' B• d' "� CLEAN tM ITE TREATED PILL C.AItltlER ONCLEr E Z R' 7i!RMI7E TREATED PILL 1'_4- (T) S RECAR ON CNAMID W3L-COI'�ACtED CLE,aW l" TERMITE TREATED PILL ECESS L 4. q. ilAit IWP ORRI�.AR li-m1 I IA' REGE88 in l�ji I,_®. rTl b IRECAJR ON CHAIRS Z ON MIL LPexy VAPOR CN CFIAJIRS 9 N' GONG SLACp OR PAVERS PER !T) ob RECAR ON CHAIRS '° 4' e'ONENE PACTED CLEAN E.DS SPEGOI'-4'REATED RILL AR ON CHAIRS 1—STORY FOOTING LANAI/ENTRY GARAGE STEP—UP 1—STORY FOOTING 1—STORY FOOTING W BLOCK WALL STEP—UP 1—STORY 1—STORY L.B.W. AT GARAGE 4 - AT L.B.W. (W/ NO —UPLIFT) 5 10" m••114 6EOJIRE er. PLATE ro u1ALL flEraND MALL sErc�1D 'Ri SEOJRE 6nm M K w I" , ANc4IOR TO III PLATE COI-r W T' WAS -M 6ET N W SMPSON 4P-4 GMPSON HIGII4 slow4G14 W, IECEN POR - - GARAGE DOOR • 2"• OL. MAX EPDXY 6• EMCEE. MN. • PAVERS SP OC MAX ! vrwCOY..ow mplW6Vi' CAW4IIIF ORT•CER'4ili OI 040. POLY VWLCE VAPOR 'a La C SABER 0 ELL-ta1PxT® ® ° b Im cGNC. RErta! w _ a - 0.ENI tEMItE iRATED PILL } s ve• GONG. REII4P. w 6'x6• -G s v: CONC. REINi. W 6•w61 ° 6'x6' WAAIIA LW OR ° PICER• "14 ON 6-MIL a - - - _ wL4xW.4 WIF OR PICER7E6H ON - -' 6-MIL POLY ETHYLENE VAPOR P ®� a WAnW.4 RILP OR rlCLpa'E6H ON _ 6-Mil. P'0.Y E714YLENE VAPOR i ii CARRIER ON i BARKER 04 UE!I..I.-COMPACTED 6 I -C CLEAN TERMITE TREATED rILL t<tt b VP OONG. IEIAF. W 65c6' BARRIER TI GN "ELL -COMP PILL Rom TTEAreD� 8. WJ1-COMPAGreD CLEAN 'b IECAR ON POO7NG WAMUL4 WIP OR PEERIESH ON TERMIre TREATED RLL (T) % PIL2AIR ON GHAURS CHAIRS BEYOND (U 4 RECAR ON CVL11R8 lf�i '^ 4' MAI IL POLY ETELL-0 E VACTIE CARRIER UR•LL-C I E , 6' RECE88 FOR PAVERS _ IW PILL IW rILL CLEAN TEAR m ®, 1—STORY FOOTING GARAGE STEP— UP UNDER P BEM lU Rl REDAR ON cHAIRe ON "Ift (2) •S RECAIR ON C."m AT L B. W.W/ UPLIFT) v � � 7 NON —BEARING S GARAGE DOOR FOOTING RcaLr7 I�'.(-� 9 THICKEN EDGE +V'y t• v,'.P�' PAVER RECESS 9 A ® ENTR�Y�D00� e' VARIES e' SEE MANUP. PRODUCt OETAIL6 s s FOR RECURRED SrM AND 01I OF RECE88 POR GI TRACK 4 ' POURED LNTEL CONT. (TY .) L •� VARIES •! 6' CMU PILLED CE1 (Tyr) �'� _ °' D'4 KNISH FLOOR . TX WALL PWAMN6 (` ( (U Ri RECAR SET N SMPSON NIGH ^ STR74114 EPDXY 6' EMBED. MN. i (T) R, RECAR • I-87ORr (b) Rf RECAR • 2-STOW a (!7!'>m' ANCi10R COL78 ar (>fJf'X:' JOLTS MIN i' EI'EEDMENT ?SSW ;p \' } r WA%ER AND WIT SEI WANLY PRO! a OUT6IDE RECAR TO Be GONtMI0U6 A.00R TO II BEAM. SET N JONTS PRIOR TOPILLNG. (SLEEVED ANCHOR N a N a ��`�VA�iVA% /V `VA• A�/V ��V�('. <!/. /V�/�\l'V!/ ,�a 60.1E POUR AOCEP'G4CLE REIROFm 8 141 LONG, REIOR F w bSe6• WAxC.4 WIdP OR ICE111'1E6i4 QV - '� a a / /,�\l�\ ,�// / /�✓ a, ..%\`%\/\�. i -` _ a 6-MIL POLY ENIL LCO VAPOR R . CARRIER ON "ELL-GO"IVAP CLEANTERMITEtREATED PILL EXT. /INT. FRAME WALL TO 2'-11 MIN LAP SHOWER RECESS FOOTER SLAB AT S.G.D. erALEr.r� BLOCK WALL CONNECTION 12 SCALE.In'.r-o TYP. RETROFIT FOR A OMITTED DOWELS E �rxr�LAP AT FOOTING TR vERTICAL IECA,R GIEaEEED eoND naa•I VARIES PER ELEY. 10 RE-W W IOHOR'IZA' WHOOK TE YERftCAL fEDAR E TO 410RIZMTONAL GIi7UTE/ BOND BEAM -L. ' WARS" W W' HOOK VARIES PER ELE V. VARIES PER ELCv. L 4 . a GROUTED 5OW7 1011N'1 CLEMIOUT REaWRED CLEANOiT 141101 PaR INSPECTION POIe NBPECrum z O'-O• PIN. PLR lU VOW. LAPPED W BOND CCNY - 'A - a e TIE VERTICAL RtaA1R .Q °� ° ..—TIE VERTICAL WEAR - (1) % RECAR AT OORERB . 4 RE I IZATIOHAI_ a.= IECAR W 10' HOOK RECAR w to' 14GOK RE A RZAW HOOK W Tb' LAP MN. HORIZONTAL/ VERTICAL TYP. REBAR LAP HORIZONTAL/ VERTICAL REINFORCING AT AT LINTEL. CORNERS F REINFORCING BEARING CHI C A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407 774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �vvvvvv000� SLJHDIV. 8e RAT: OAKLAND LAKE (LOT 72) MODEIi 1452 XXX00-00 PROJECT*: 1180. WPB PAGE: FOUNDATION DETAILS 1W MPH EXP. C ARC'.HIIECTT STATE OF FLORDA FEB 1-4 2/14/18 4"=1 SHEET DI -pil1e co 1py SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION RW5 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT — is TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER PER WALL SHEATHING (TYPE AND ATTACHMENT METHOD MR 'NAILING SCHEDULE') -- SECURE GABLE t0 2x8 P.T. PLATE w/ 12d NAILS 6 8' O.G. MAX PLASTIC OR METAL WEEP SCREED TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM CcJ26) OVER CMU BLOCK WALL SECTION — GABLE ROOF SINGLE STORY SHINGLES OR TILE (PER BLDR) OVER 630 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION RW5 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) J' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU 8' CMU SCALE: 3µ'0-0' L BLOCK WALL SECTION — HIP ROOF SINGLE STORY SCALE: 3/4'4-0' BATT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) 1, OPENW% 22' x 30' MIN. ATTIC ACCESS 3 SCALE: rLrs. REFER TO DETAIL 1/D2 FOR GABLE X-BRACING REQUIREMENTS ice -ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS 6 SHEATHING SEAMS) 6TIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING) SECURE P.T. 2x8 TO BLOCK w/)9 x 9' ANCHOR BOLT w/ 2' WASHER, SET IN SIMPSON or USP HIGH STRENGTH ER (6' MIN. EMBEDMENT 6 32' O.C. MAX) CONT. 2x4 RAT -RUN ATTACHED TO TRUSS w/ (2)12d NAILS INSTALLED 6 MID -POINT OF TRUSS or 10'-0' O.C. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) I' GYPSUM BOARD OR J' HIGH STF CEILING BOARD CONC. FILLED U-BLOCK w/ (1) So CONITINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) ' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U 05 CONTINUOUS REBAR PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) -J' GYPSUM WALL BOARD (1) 5 REBAR VERTICALLY IN CCNC. POURED CELL (LOCATION PER PLAN) ' P.T. FURRING STRIPS 6 16' O.C. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) I' GYPSUM BOARD OR is HI STRENGTH CEILING BOARD WOOD CASING AT SIDE AIR SEAL GASKET BETWEEN WOOD CASING t GYP. BOARD (TYP) 6' CMU BLOCK- P.T. Ix4 or I'x4' MIN. (SEE WIPDOUWIX7R JAMB BLOCKING FASTENER SCHEDULE FOR ATTAC. IMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' }' DRYWALL ❑ Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+%" or +l") DOOR JAMB TO BLOCK (+%" or +%") !r1 P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKINGS FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE. P-1'-V NOTE: SHIM AS NEEDED TO PLUMB JAMB. El Do NOT EXCEED' }' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+1 Y2") DOOR JAMB TO BLOCK (+1 Y") P.T. 2x (SEE WIN)OW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE: I'40 NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' }" DRYWALL Ix4 or Ix2 P.T. NAILER J' OSB (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or � OSB) w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 1916") DOOR JAMB TO BLOCK (+1 19/16") SGI P.T. 2x (SEE WIN XUWOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED J' }' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN) W�--DOORCASNG NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE # SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or � OSB) w/ a' TAPCON MIN. I #' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 1%4") DOOR JAMB TO BLOCK (+2 Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' 8' CMU BLOCK �1 }' DRYWALL P.T. Ix4 or j'x4' MIN. (SEE WMDOWiDOOR JAMB BLaXWs Ix4 or Ix2 P.T. NAILER FASTENR SGaEDULE FOR ATTACHMENT POOR CASING SECURE 2nd 2x TO STRUCTURAL JAMB /WINDOW MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and 6 18' O.C. MAX PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") f .,0 1 DOOR JAMB TO BLOCK (+3") 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. (SEE WNDOWIDOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS S' FROM EACH END and 6 IS' O.G. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' kj' DRYWALL Ix or Ix2 P.T. NAILER 16' 05B (4' WIDE MIN) DOOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) w/ ' TAPCON MR 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 Ysr,) DOOR JAMB TO BLOCK (+3 71691 ) SCALE. 8' CMU BLOCK P.T. Ix4 or tx4' MIN. (SEE WNPaWDOOR JAMB BLOCKNG FASTENER SCHEDULE FOR AttACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and 6 IS' O.G. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED" " DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN) DOOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or J' OSB) W/ is TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 3/t612) DOOR JAMB TO BLOCK (+3 i611) UPLIFT UP TO 1,1i5 Ib SIMPSON HTS20 wl (10)10d NAILS TO TRUSS 4 (4) 4'X2 #' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) UPLIFT UP TO 2350 lb (2) SIMPSON WT520 EACH SIDE OF TRUSS w/ (10)10d NAILS TO TRUSS t (4) J'X2 #' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) TRUSS ANCHOR RETRO—FIT SCALE: N.TfL TRUSS CONTII BEAM :�"* TAPCONS MIN. 2' COVER 2' APART WINDOW/DOOR JAMB 4 BLOCHING FASTENER SCHEDULE P.T. Ix4 or N4' MIN: SECURE THRU FRAME INTO BLOCK w/ (U a' TAPCON (MIN. EMBEDMENT 1 #') 8' FROM EACH END and 6 18' O.G. MAX or (U DRIVE PM, 8' FROM EACH END and 18" O.C. MAX MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. 2x4: SECURE TO BLOCK w/ (1)' TAPCON (MIN. EMBEDMENT 149 8' FROM EACH ENE) and 0 18' O.G. MAX or (1) DRIVE PIN, 8' FROM EACH END and 6 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 P.T.2x6: MM SECURE TO BLOCK w/ (2) J' TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH END and 6 IS' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 18'O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I #' P.T. 2x8: SECURE TO BLOCK w/ (2) 1' TAPCONS (MIN. EMBEDMENT 1 4) 8' FROM EACH END and 6 IS, O C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I is P.T. (2) 2x4: Em SECURE TO BLOCK w/ (1) J' TAPCON (MIN. EMBEDMENT 1 J') 8' FROM EACH END and a 18, O.G. MAX or (1) DRIVE PIN, 8' FROM EACH END and 6 IS' O.C. MAX MR SHANK SIZE .* MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 RE P.T. (2) 2x6: SECURE TO BLOCK w/ (2) #' TAPCONS (MIN. EMBEDMENT 1 #') 8' FROM EACH END and a 181 OL. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 18' O.C. MAX MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 4' P.T. (2) 2x8: EM SECURE TO BLOCK w/ (2) is TAPCONS (MR EMBEDMENT I #') 8' FROM EACH END and 0 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' A R C H IT E C T S Design Gro u ino. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA th. 0003325 �IIIIIIIIII ��maoom0000� E 8 0) E t C SLTHDI'V. ac LAT: OAKLAND LAKE (LOT 72) MODEL 1452 XXX00-00 PROJECT*: 1180. WPB PACE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D/1AIl.`E: 2 /14 /18 06ALE: 1/4"=1'—O" SHEET D 2 File Copy NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE X6' OSB. or l� CDX PLYWOOD - 8d RING SHANK GUN NAILS a 4' O.G. * SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 9 6' O.C. * INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING t0 GABLE END FRAME USE Sd RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. IAPHR4GM - CEMENTITIOUS TILE or MET V COX EXTERIOR PLYWOOD or D/Q' APA-RATED 0.6.15. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS * 4' OZ. * SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS * 6' O.C. is INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS * 4'O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. XTERIOR WALL SHEATHING 4' OSB. or PLYWOOD or 4' ZIP BOARD SYSTEM - sd RING SHANK GUN NAILS 0 4' O.C. PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS 0 6' OC. 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 ad ROUND, MODIFIED OR T 2 % .131 110000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NAILS * 4' O.C. TOP < BOTTOM EDGES Oki ;R x TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (Ob.5. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING * 4' O.C. MAX IN FIRST (2) FRAMING SPACES a EACH END -- PRE-ENGINEERED TRUSS or RAFTS ROOF SHEATHING 1 a I 6UILPING LENGTH ROOF SHEATHING LAYOUT AND BRACING FOR GABLE END F C Od RING SHANK GUN NAILS * 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O,SB. TO BE STRUCTURAL GRADE) C 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS 0 12' OC. IN FIELD UNTHREADED SHANK TO EMEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED To ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE * CENTER OF TRUSS SPAN or HIGHEST RIDGE, DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 0-0' - 30'-0' USE (1) X-BRACE 30'-1' - 60-0' USE (3) X-BRACE (1) X-BRACE s CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X—BRACING 1 SCALE: 3/4'•1'-0' 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) SECURE 2x TO CMU w/ (3)�' x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN. EMBEDMENT) NOTE: (1) ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (U NEAR MID -CENTER (1) 15 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) CRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) V ---ANTERIOR BEING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE 3—i AND REINFORCEMENT) XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4':N& SECURE TOP PLATES w/ Ibd COMMON NAILS * 4' O.C. 2-ROW, 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'-®' i'RE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-O' OC. a SHEATHING SEAMS) {2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS a EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED s MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) * 32' O.C. MAX 2x STUDS * 16' OC. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING * MID -WALL BOTTOM PLATE TO (I)10d CUT NAIL MAX a 44 a CRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) D4A SINGLE STORY L. B. W. w/ NO UPLIFT PRE-ENGINEERED ROOF TRUSS TOP PLATE 2x WOOD or METAL STUDS 24' O.C. MAX (NOT LOAD BEARING) 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') FLOOR TRUSS DOUBLE TOP PLATE 'J' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING s MID -WALL 2x STUDS a 16' O.C. MAX UNLESS NOTED OTHERWISE SECURE BOTTOM PLATE TO SLAB w/ (1)10d CUT NAIL 32' O.C. MAX N 4a 4 H4 Q CRETE SLAB a (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REIWORCEMENT) TWO STORY L.B.W. w/ NO UPLIFT SCALE: 3/4'.i'-O' DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) ® 32' OC, MAX 2x STUDS ® IV OC. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING * MID -WALL }' GYPSUM WALL BOARD -SECURE BOTTOM PLATE TO SLAB w/ V x 9' ANCHOR BOLT w/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. 0 32' O.C. MAX -STUD TO BOTTOM PLATE w/ SIMPSON SP4 (USP SPT4) • 32' O.C. MAX a �{:ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4'4-0' DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) s 32' O.G. MAX 2x CONTINUOUS STRESS BLOCKING a MID -WALL -2x STUDS * 16' O.C. MAX UNLESS NOTED OTHERWISE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR USP MSTA36 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS OUBLE TOP PLATE 2x STUDS 0 16' O.C. MAX UNLESS NOTED OTHERWISE -i' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING 10 MID -WALL CURE BOTTOM PLATE TO SLAB w/ J�' x V ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. ® 32' O.C. MAX TUD TO BOTTOM PLATE w/ SIMPSON SP4 (USP SPT4) * 32' ' ` • J O.C. MAX t CRETE SLAB :AN E FOUNDATION PLAN FOR SIZE D REINFORCEMENT) RIOR BE WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w, 5B 'p, �U�PLIFT SCALFi 3/40211-01 ARCHITECTS .L'Y11 IY. RVIYML✓ RCliUM1Y DLVU. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III�IIIN `mvomomceg QE V E C C L SiJBDiv. 8e LIOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00-00 PROJECT4f: 1180. WPB PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLOFd FFP �4TE; 2/14/18 SCALE: 1/4"=1'— O" SHEET I3 File Copy VTCR :(1)aE P, O.C. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4.0' ATER RESISTANT BACKER50ARD (DENSHIELD) I/2' DENSHIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) P.T. 2x STUD or S' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) AULK BEAD BETWEEN DENSHIELD P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED s 16, O.C. MAX PRf OR TO MEMBRANE VARIES PER PLAN INSTALLATION 7,, R PAN (FIBERGLASS OR CERAMIC) 2 SHOWER SEAT SCALE: 3/4'4 0' CAST LINTEL - A -SECURE 2x TO Cl1U w/ (2) %' x 3' TAF'CONS WITHIN 8' OF EACH END AND 618' O.C. MAX (M 4 MI 3 ARCH WINDOW FRAME SCALE: 3/4'0 0' N or DRIVE PIN IN. SHANK SIZE .145 EMBEDMENT OF 1 Y4 ) EACH END AND e18' O.G. MAX WALL SHEATHING ND ATTACHMENT METHOD NAILNG SCHEDULE') 2x8 STUD CAST OR POURED N CE SILL (PER BLDR) 2x IDGE ONE SIZE LARGER THAN FVFTER SIZE w/ MIN. (3)11d NAILS or MIN. (4)10d GUN NAILS Nip COLLAR TIE 0 EVERY OTHER IZAFTER w/ MIN. (3)12d NAILS or MIN. (4) iod GUN NAILS 2x RAFTER I4 NAILER SECURED TO TRUSSES BEOW w/ (2) 12d NAILS or (3)10d GUN NAILS 0 EACH TRUSS RAFTER TO TRUSS w/ SIMPSON MTSI2 or USP MTW12 (CREATE VOID FOR STRAP 5 CONVENTIONALLY FRAMED ROOF SCALE: 3/4'.I'-V 2x4 SECURED TO G.A"l " ""^ ..., (2)12d s E, 2x4 SECURED TO G (2)12d SPACED 6' 2x4 RAFT SIMPSON L' a BLOCKING 2x4 BLOCKING ® E 2x4 FRAMIN SIMPSON H2.5A G EACH RAFTER TAIL SIMPSON L� 0 TOP OF EACH RAFTER FRAMED OVERHANG SCALE. 3/4'=I'-0' 0 0 SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS C] -BECURE 2x(v MN. t0 BLOCK w/ (2)V x S' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) -SECURE 2x6 MIN. TO BLOCK w/ (3) V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' E:MBEDME:NT) A SECTION 6 GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-@' SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHORD w/ (3)12d NAILS 0 EACH END. PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE: -ENGINEERED ROOF TRUSSES !-ENGNEERED TRUSS $' GYPSUM BOARD OR }' HIGH STRENGTH CEILING 50ARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS + 24' O.G. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ loci MASONRY NAILS * 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL 11s10".1:1al xi SCALE: 3/4'4-0' /-PR.E-E GNEERED TRUSS ' GYPSUM BOARD OR }' HIGH STRENGTH CEILING BOARD V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) I' GYPSUM WALL BOARD %' METAL STUDS (25 GAUGE) is 24' O.0 w/ FULL LENGTH LAYER OF In' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE + 12' O.C. V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 31' O.G. MAX CRETE SLA5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL SAL Snw SCALE: 3/4'0-0' ' TEXTURED CEMENTITIOUS U REBAR VERTICALLY N CONC. POURED COATING MIN. (PER ASTM CELL ISIZE AND LOCATION PER PLAN) C526) OVER ATHER STRIP MOLDING AROUND DOOR ` PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x S' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS;4 WASHER SET IN SIMPSON or USP HIGH (BY OTHERS -INSTALLED TO 2x6 BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFI P.T.T. BUCKS S r mL SLIve RHEAD GARAGE DOOR (BY OTHERS) SECTION � ALVANIZED STEEL VERTICAL TRACK B (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALO REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 011111 E S 0 E 0 C SVHDIY. ,& LOT: OAKLAND LAKE (LOT 72) MODET • 1452 X)MO-00 PROJECT#: 1180. WPH PAGE: SECTIONS/ DETAILS 160 MPH EXP. C [AF CHrrECT. STATE OF F .0FIIDA FEB 14 D ram: 2/14/18 SCALE: 1/4"-f-0" SHEET D 4 File Copy PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 9 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPAGED I' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER ASTM CI063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0,0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX, 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVES DIRECTLY TO 055 AROUND PENETRATION OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FL WITH THE CENTER OF THE PIPE. FORM FLASH I TO THE BOTTOM THE PIPE AND WRAP AROUND PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3OPIPE PENETRATION DETAIL ram: H.Ta 8" THICK, 3 COAT PLASTER WRB LAYER *2, F, PAPER (OR APF APPROVED MET" 61" (VERT.) O.G. r WRB LAYER *1, S (OR APPROVED WOOD TO e' _' TOPROTEC 1M. MIN BEHIND PROVIDE 2X4 Bl FLAT MAX. 6" TO JOINT WHEN CON' ON STRUCTURAL TYPE " ' CONTROL JOINT 1 L MAI P, N.TA NOTE: APPLY SEALANT AT "M" c JOINT END t0 END CONDITIONS USE FINGERS TO MOLD THE f FORM FLASH I TO THE SHEAI FORM FLASH 1 IS TIGHT TO SHEATHING WITH MINIMAL AIR SECTION 7IF15ER BUILDING �VED EQUAL) LATH FASTENED c At SUPPORTS THING FLASH TAPE TROL JOINT )CKING PLACED 3" FROM CONTROL 20L JOINT FALLS TUC) DINING HALF OF THE k, MAKING SURE THE PIPE AND TO THE ;KETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH 1 A D APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER M, STUCCO P (OR APPROVED EQUAL) D RECTLY TO SHEATHING WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECT FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE PRAY ADHESIVE DIRECTL TO 055 AROUND PENETRATION ELASTOM RIC COATING (OR APPROVED EQUAL) OVER STU COI C.Y. FINISH (SEE TYR WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED t0 FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 911 (229-MM). AS PER ASTM CI063 1.6.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB *1 TAPED T, SHEATHING uw/ WI *2 OVER TOP. WF *2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING wi4d !—r e I Lzr% -1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2 PAAPER LAP KTA WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV, METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP is is 4s L FLASHING xT APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4 6" HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MN LATH LAP, 4' OVER. ALL LAP VERTICAL LATH & PAPER DETAIL .y STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND I DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO L _ $I WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 01111111111 9i7HDIV. 8e LOT: OAKLAND LAKE (LOT 72) MODEr. 1452 MOO-00 PROJECT#: 1180. WPa PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA 2/14/18 SHEET WAI File conv. J' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER *I, STUCCOWRAP (OR APPRC EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 �" ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP 5 KICKOUT DETAIL KTA CEIYE 1 COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEG. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION ELECTRICAL CONDUIT PENETRATION 8 SGALENTs. SEALANT ON TOP 4 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLYB FOAM ('GREAT STUFF' OR SIMILAR r '—FLA5H OPENING WITH PROTECTO FC SELF ADHERING FLASHING PER FLA METHOD AS DESCRIBED IN DETAIL 'PIPE PENETRATION DETAIL' APPLY I COAT OF 5HER-CRETE FLEXIBLE CC WATERPROOFER 2" LARGER THAN THE ELEC. I OR METER CAN COMBO OR METER CAN AND WRB LAYER IN STUCCOWRAP lOR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT At PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' SEALANT s JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORtIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER 'QUICK FLASH' ux �, Nxe. PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION A BCAI.E: NT&NT& WOOD SHEATHING WOOD WRB LAYER *I, :ONSTRUCTION STUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING4'WRB LAYER *2, WOOD FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8' CMU APPROVED EQUAL) J' THICK, 3 COAT CEMENT` WOOD FRAMED PLASTER WALL Ys" TO 1& MID -WALL WEEP SCREED 6' SELF -ADHERING FLASHING HORIZONTAL WEEP SCREED HORIZO ( FRAME TO FRAME) r i 7A ., . _. A �.i �_ om. =WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH e-118' TEXTURED FINISH e WOOD FASTEN TO WOOD STRUCTURAL MEMBER m i' O.C. MAX YS' t0 V MID -WALL WEEP SCREED \—(o' WIDE STRIP SELF ADHERING FLASHING, CLEAN �MA50NRY BEFORE APPLYING TEXTURED FIN15H a MA50NRY ITAL WEEP SCREED FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e ALL SIDES 6B DRYER VENT (BLOCK) PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING / 5ELF-ADHE51VE FLASHING — NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 25 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFICATION5) CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING At THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE Vj RELEASE LINER AND APPLY MAKE AN 'X" GUT THROUGH PUSH THE PROTECTO FORM PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH I INTO THE OPENING SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER STEP 1 STEP 2 STEP 3 WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY E-Z BEAD — 1 FLASH I APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) dNG OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT At ALL JOINTS AND -RETE WRB LAYER *2, FORTIFIBER INTERSECTIONS rER CAN BUILDING PAPER (OR STEP 4 iCONNECT APPROVED EQUAL) . . Oo o CTR. P ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR 9>LELCTRICAL RECEPTACLE STEP B A R C H I T EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r , �0000vv000� pE v E L suBDrv. de LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 MOO-00 PROJECT#: 1180. WPH PAGE: WALL ASSEMBLY DETAILS 1W NPH EXP. C ARCHITECT- STATE OF FLON Aj,?V: 2/14/18 GALL: 1/4"=1'-0" WA2 File C()Py WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER *I, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER *I, 5TUCC0WRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) w 6' SELF-ADHEREING FLASHING i WRAPPED a CORNER OF CANTILEVER AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL 0 CANT. FIN15H LATER (2 LAYER PEEL t STICK) 6' PEEL 4 STICK o DRIP EDGE TO DECK 1 VXI Ya' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL..), CONTINUOUS WATER PROOFING let LAVER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR 6EM,® FULL SHEETS OF PEEL 4 STICK I Y"XI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING DEAD «C01PONENT5 PULLED �� ' APART FOR CLARITY I / OC!lDLo DRAINAGE PLANE ,B LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 :TIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHESIVE FLASHING EQUAL) CASING BEAD 5/5' TYPE "X' DRYWALL KTURED E PAINTED FINISH !'THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD CA51NG BEAD 3' 26 A. GALY. METAL DRIP cE SET IN FULL BED CIF SEALANT, Y2' SPACE FROM DRIP FACE TO TREX iAP FOIE BACKER ROD 4 SEALANT ,THER FIE515TIVE BARRIER *1 THEIR 515TIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3" X 3" 26 GA. GALY. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Yii MIN. SPACE FROM NOl'E: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-031 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 $' THICK, 3 COAT CEMENT PLASTER METAL LATH SHEATHING 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCES50RIES ONLY) --A DRIP EDGE INSTALLATION Y' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL E STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 30 WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTIL EVER 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHIN WEATHER RE616TIVE BARRIER *1 WEATHER RE515T1 BARRIER *2 r (SHOWN FOR CLARIFICATION OF SEPARATE ACCE 5ORIE5 ONLY) 1B BALCONY DRIP FUDGE INSTALLATION 1 Y'XI Y2' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Ya" GAP FOR SEALANT 4 OPT. BACKER ROD MWIFIF •,,C0MP0NENT6 PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING m 1' O.C. MAX. WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) @Q�ER BEAD @ FRAME & CORNER BEAD (FASTENER 4 SPACING 9 —I' O.G.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD @ BLOCK 12D ac E: N.TA COLUMN SHEATHING WEATHER RE515TIVE BARRIER *1 WEATHER RESI5TIVE BARRIER *2 b" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2"x3' 'Lii FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y2" X 3" 26 GA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE5ISTIVE BARRIER *1 WEATHER RE5ISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING E FLASHING 1 Yo x3' 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT X 3' 26 GA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE516TIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION �COLUMN W 'T' FLASHING A R C H I T E C T S Desou p ��ign Gr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I; �II'lll"'I �v000vvovo� StJHDIV: 8e LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 xxxoo—OO PROJECT#: 1180, WPH PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF ELORIDA FEB ➢ 4 �iR D : 2/14/18 SHEET A3 File copy WOOD SHEATHING WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6II SELF -ADHERING FLASHING WINDOW FLANGE --` WRB LAYER M, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER 6" 5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (FRAME, NO BAND) i 3A a.A N.T.S. WRB LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (1=XPLOr?D 8 THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYON WOOD 5HEATHIN WEATHER RESISTIVE BARRIER FATHER RESISTIVE BARRIER ' X 1 Y4' LAP SIDING WAV REVEA 6' 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 7" FLASHIN STUCCO CA51NG BEA SIDING TO STUCCO t BLOCK TO FRAME TRANSI9 WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RE515TIVE BARRIER 02 X 1 Y4' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'5 INSTALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIERI WEATHER RESISTIVE BARRIER "2 OD SHEATHING WRB LAYER I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYS *2, FORTIF15ER B IDING PAPER (OR AP ROVED EQUAL) METAL LATH 8' THICK, COAT CEMENT - PLASTER 611SELF-ADHERING FLASHING WOOD SHEATHING WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER 91 BUILDING PAPER 7 (OR APPROVED EQUAL) METAL LATH (Exnoom !'THICK, 3 COAT vlEw ~` CEMENT PLASTER CLARITY) I�INDOW FLANGE WRB LAYER 0*l, STUCCOWRAP (OR APPROVED EQUAL) ING WRB LAYER *2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW WINDOW FLANGE W/ BAND ' 5ELF-ADHERING FLASHING EATHER RESISTIVE ARRIER "I EATHER RESISTIVE 13ARRIER 02 TARTER STRIP PER !ANUFACTURER'5 INS ALLATION ISTRUCTIONS ' SELF -ADHERING FLASHING ;ALV'D METAL 7" FLASHING ;ALV'D METAL 17' WOOD CONSTRUCTION BEY 6' 5ELF-ADHERING FLA5H11 WEATHER RESISTIVE BARF 6' MIN. ABOVE TOP OF "Z' WEATHER RESISTIVE BARF WEATHER RE515TIVE BARF GALV'D METAL 'Z' PLA5HI1 WEATHER RESI5TIVE BARRIER *I TO LAP V MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING �—WEATHER RESISTIVE BARRIER I —E-Z BEAD VINYL (OR APPROVED EC CASING (W/Ys' FLEXIBLE PVC BACK: ROD) — WEATHER RE515TIVE BARRIER 02 SIDING TO STUCCO "@ FRAME TO FRAME TRA ULRO-C.ALS KT.B- ING I TO LAP 5HING #2 SITION LEGEND DRAINAGE PLANE (WRB LAYER M, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 1*2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCOa- - WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING To 1X TRIM MEMBER 9 STUCCO TO SIDING TRANSITION 51D ING � A' CsAP TYP CASING BEAD TO TRIM �— WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO 8CASING BEAD 1 `t 9GM 6 ILbb ! CR088-BEGTKTU WOOD SHEATHING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, 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) CA51NG BEAD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER '2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER', 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 01, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT (EXPLODED PLASTER FOR CLARITY) CASING BEAD ® RAISED BAND (FRAME) @�-._KTa METAL LATH \ /SEALANT WF2B LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME / I 1 — WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) (APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING NTA $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER M, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA ih 0003325 r � 9tmnrv. & LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 x�00-00 PROJECT& 1180. WPB PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA FF-B 14 Dt: 2/14/18 S ALL:1/4"=f-O" CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 o xaLE KTA (FRAME) WALL FLASHING INST DETAIL WASONF TION TEMPORARILY FOLD -UP 4 SECURE HOUSEWRAP (OR """ "' "P UNDER) at HEAD FOLD HOUSEWRAP IN AT JAMBS 4 SILL SLOPE SILL R.O. TO EXTERIOR INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN In BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI WLI (OR EQUAL) SEALANT • UR400UICMU JOMT. FLUID APPLIED R-A.O 4NG (LANCO UA-NTE-SEAL Rr.-"b OR EQUAL). ALIGN FLEXIBLE SELF -ADHERING FLASHING WI INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL STEP 6 INSTALL 6" 5ELF-ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3i8" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—V VERT. END DAMS REQ'D. AT EACH END OF SILL OLLF I �SEWRAP DOWN i DIAGONAL CUT E HEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT INSTRUCTI STEP 5 APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL \\ OR APPROVED EQUAL) NOTE: 1. IT 15 THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III""III � ovvo0000GiJ of 8 d E O C L St7BDIV: & LOT: OAKLAND LAKE (LOT 72) MODEL: 1452 XXX00-00 PROJECT#: 1180. WPB PAGE* WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 2/14/18 IS(cALE: 1/4"=1'—O" 1 SHE�E�T T �/ � A 5 Fit! C ooi