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HomeMy WebLinkAboutBUILDING PLANSFILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ° ) GN GENERAL NOTES ° ) 1 FOUNDATION PLAN 5 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX0 0 - 0 0 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN F O R8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS HbxTws a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD n FREEZING ANNUAL LOAD (mph) _ effects' CATEGORY` Weathering depth' Termite` TEMP' REQUIRED HAZARDS INDEX TEMP' Very N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES 1ST FLR. LIVING 1,452 50. FT. DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R3 GARAGE 393 S0. FT. • CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C TOTAL LIVING 1045 SQ. FT. •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH ENTRY 15 50. FT, RISK CATEGORY II LANAI 80 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE — TOTAL 1,944 SQ, FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CU51C VOLUME LIVING 124o32 60. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO, 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS LJ A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BULDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET A R C H IT E C T S Des1 n You Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'IIIIII"I L mmmmmmv00� E '8 N E O C STJBDIV. 8e LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 xXX00-00 PROJECT#: 02784.000/00003 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA 7/10/18 SALE: 1/4"=1'-O" 1 SHEET � � Or g°m � 00 �lU w w ww Of oc 00 Zz Q o' u, o Z w gN GENERAL NOTES 7 4. S. 6. 7. 8. 9. 10. 13. 14. 15, 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSFt AA, SLEEPING ROOMS 30 Al ATTICSW/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 2-sF1 B. 1. ALL AREAS 10 C. ROOF LIVE LOAD$ C.I. *" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD lPSFt D.1, FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA El BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.l. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH.R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122A AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TkFl$1'(2ili). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.41 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 1318INCHES 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 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. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARAf€Q FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITYTHAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 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'W". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017), MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 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 R6062.11 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, ACI315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0,75 TO3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/W) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM .C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25', 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: 8,1. #5, W31 OR D31 AND SMALLER 7" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER D. BEAMS & COLUMNS: D,1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y2' 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 AMANNER 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 EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRYAREAS 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. 1i1 LIALl 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: 8.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: .1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: .1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007). E. APA-THE ENGINEERED WOOD ASSOCIATION: .1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS l Z. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO, A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSBEXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 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'COX 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 WITH2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AO DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS. PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO IJ240. 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 BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91M�. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. DI I IAADIAIf2 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ' CONDENSATION LINES SHALL BE MINIMUM %4" PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/: 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 J017). - 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.1 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -CUT DETAILS -- 1"FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENTAND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S 4r Design G e inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7 74-4075 www.abdesigngroup.com AA #: 0003325 �IIII�IIIII L 0m�v mmO�J SVBDIV. & LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00 -00 PROJECT#: 02784.000/00003 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 7/10/18 SCALE: 1/4"=1'-O" SHEET IG NOF SECURE STRAP TO GONG. UJ/ (2) 3/1il TAPCONS 3 1/2' TI SIMPSON WB ROLL STRAP OR EQUAL CONC. SLAB SECURE STRAP TO UNIT UJ/ (2) "Sx1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 2 'VTR } I 2 " 40' - 0" 30'-0" 6" g _0 24'x24'x12" GONG. FTG. UJ/ (3) 05 RE5AR8 EA. WAY ON CHAIRS MIN, 3' CL St COVER (2-TYP) PAVERS EDG;F LINE 10'-g" DI-3 I/2' 0 DI r HB. TYP. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ I 11 I 0'-(d' FIN. ELEV. DI ■ FIN. CONC. SLAB I ■ 3 1/2' CONC, REINFORCED W/ 6'W41.4 x 0.4 ON &-MIL POLY ■ I ETHYLENE VAPOR = F`� ,/T I ■ DI BARRIER ON ry I �X` ii o WELL -COMPACTED a) CLEAN FILL y I �� 15 II cD N I-T /11 �' DI I' PVC CHASE i I FOR ELEC. L__J ■ I'r .\ i i36' 60' /' 6 ISLAND iI ■ LAY, i iSHOWER PAN I ii 6' I I st 8'-ell I r 3/4'--- T 3 1/2' CONC. SLAB W/C CONDENSATE v LINE -_ ___ -___ Ii�iiW. i i� --- LL--- TUB EXTEND ILL== .L__ _Bm *-4' SLAB 1 1/2' W/C m I `COND /j I m I tL�. 4' I � I KITCHEN SWS 4 AUTO VENT DI � HB. I ■L Irma PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES REF. I � BOLLARD 6/=.\ I I 1 �\\gig IS'-8" Dl LAV. 211-4' N I N JA PAVERS L DI -&'RECESS SLAB FOR PAVERS 24'x24'xl2' CONC. FTG. W/ (3) s REBARS EA. WAY ON CHAIRS MIN. 3' COVER (2-TYP) - PAVER EDGE 8 @ LINE DI 4 I 1$1 --61/2' — DI Igo' 0" '-81, 4114'-0" 4 Ill " 41-8ll 40'-0" SCALE: 1/4 = I'-0' ELEVATION 'A' 0 A R C H I T E C T S orGDesign Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrou p.com AA #: 0003325 muNn SUBDIV. 8c LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00- 00 PROJECT: 02784, 000/00003 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DArTE: 7'/10 /18 SCALE: 1/4"=1' - O" SHEET or Q _/ 11 D -L PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' M m m a �r ' N m N m N i 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 � Lim00000amar 'I E 8 AN W E O C STJBDIV. Sc LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/0000 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA dU _2010. JA S NTWELL R NO 079 ATE: 7 /1 O /18 �'CALE: 1 /4"=1' - O" WALL LEGEND V-V BILK. BRG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL Ib' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/83 FOR MINIMUM INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 ® 24' O.G. MAXIMUM, UN.O REQUIREMENTS FURRING AT MASONRY ' ®24' O.C. OVER FOIL L0TT' S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 1.1'-4' 8/28-S-lIXI/(IX pRfSTRESSED L-2 4'-8' 8l12-S-(IXJ/(0X Rl~Gf85ED L-3 5'-10' 8/16-8-1IXl/(O L L-4 4'-6 8/24-5-MUKOL L-5 4'-6' 8/24-5-(l)U/(0)L L-6 1140' 8/24-5-(111/(IX L-6A V-4' 8/16-5-(I KUL L-65 V-4' 8/I6-8-(IXl/(IX L-6C V-4' 8/16-6-lLU/111L L-'I 4'-(o' 8/24-5.OW(OX L-8 4'-6' 8/24-5-0JKOX L-S 4'-6' 8/24-5-(I)/(0)L L-10 4'-6' 8/24-8-1I,U/(0)L CAST•44%E76 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 17'-4' SF28-154T PRESTRESSED L-2 4'-6' SRF22-05/IT RECESSED L-3 5'-10' SF16-05/IT L-4 4'-6' SF24-05/IT L-5 4'-Fi' SF24-05AT L-6 1'-6' M4-115AT 1-40A V-4' SF16-15/IT L-6E5 V-4' SF16-15AT L-6C V-4' SFI6-115AT L--1 4'-6' SF24-OBAT L-8 4'-6' SF24-05/IT L-'3 4'-6' SF24-05AT L-10 4'-6' SF24-05/IT 25-SH L-9 EGRE56 Flu 0 OWNER'S SUITE V-8' CLG. L-8 25-SH --I-- 8'-8' I1 2-CAR GARAGE 8'-8' CLG. L-I 16'-0' X 1'-0' OHGD --——————————— — — — — — — SCALE: 1/4 = I'-0' ELEVATION 'A' 9 25-SH GREAT ROOM 8'-8' CLG. 'i't- AIN I LANAI 8'-8' CLG. L-6 5068 SGD DINING 8'-8' CLG. II II � \iC I II O I II I II I II KITCHEN 8'-V CLG. BEDROOM 3 8'-8' CLG. IN io vf DYER- r-- ■ s`8' CLa L-5 BEDROOM 2 V-8' CLG. 25-SH EGRESS L-4 A R C H I T E C T S /Design Grou 12. LVIY VIYYVV VrL JGI VV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA p: 0003325 �III'llllll �o�o�vom� sVBDI-73) OAKLAND(LOT MODEL: 1452 XXX00-00 PROJECT*: 02784, 000/00003 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHfTECT= STATE OF FLORIDA D TE: 7/10/18 SCALE: 1/4"=1'-O" SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS OVERALL LINTIsL LENGTH (TYPE OF LNTEU S'a EFe iE BFb 18 ---�- a'-B' TO 51-&- (FRIECAST) ]a 1 WA6 - 46� - -_ 2-1 5CAM) '-1' TO 4'-er (PRG 1966 ?6 4605 4'-1' TO 4'-P' (PRECA6T) 159E :29 431E _1141 -.-16 _ W-l'TO 5'-4-(PRECAST) "T AN, 13. 5'-5' TO 9'-10' (FRECABV 1062 � 145 Ol ` I43 .T- Y-ll' TO 6'-6' (PRECAST) On B -7 TO I-W (PRECAST) m E'9 ' II6© 1'-l' TO a' W (PRECA67T 55< nos m 5-5' TO 1V-6" (FRECA6D 4h 6/] Imoa 0'-7 TO II'-W (P3ECA5T) 36. 'e 582 945 GRAVITY I6 .C'm SALE 9Cg �/ C 43 P l' 6036 181(19 1 63)8 CC >0 )lG roll 3<e0 !>3al 936m I23'4_ P,LaS. III}:6'e 3!:I a )466 9896 '6 611 _ a 2_9_1.2 643 _aa'o- 1. +1P5 639m .. TALI xm93 nn -- E I5c9 zm93 131at 643 o-1 1,66 B<6 I n my 54m I'e3 6E+ h I'_9' To l2'-0' (PRECAST) 3s 546 �4'Il Bl3 1In _ _ Cf4 Asw f. Ill O'3 191E S's 35K - EE3 Y-I'TO 1V-4'(PRECAST 296 4T1 _- g2M1 's5 --_- 101, Iml 42e 1 I03E --6 _ Iva IJL6 I6 l r' v41 3'3' T014'-0' (PRECAST) 319 - - 44) lens ---- 120 1�16 169} .I u Nn N ---- o20 NR N 4'-1-To l4'-W (PREaTREOSED1 Ne '58 l3 TETO 1St7 - +5 1511 i AC NR IB - k NR N 4'- 9' 4'(FREsih'EBBEDI TO 15'- NE 412 NR 0 Ve 1250 1 1'1' CEa 1320 -MERE Ne N� �\5 eL - ) 5-5 TO n-4 (PRe6iRE66ED hR 200 NR 548 IF L 9 0 \R 13e& NR 1 I IH49 NR 2Dfl R T' 5'T019'-4'(PR68TRE^a5ED) NR - - li a35 w40 \R h0 \(c Im>�i 4F 29a k - _ 15`5 NP _ - 11_ IS 9'-5' TO 2I'-4' (PRESTRESSED) NR RID \R 3<m \P 998 'if ESE -" IH VR 115E NAG w'E N� 1'-5'To 2]�0'(PRESTREB9ED) 0) NI,K5 B5�.550 rib \R _ D-Il *e as N2 og9 N< IF IN - NR 1"T024'-®'(PRE6TRE60EC) VR I'[9 Al,- .4 Im12 12a2 I. a5m YoO SAFE LOADS (LSS/FT) &"PRECAST U-LINTELS d6aR3' l-PLrrT LATERAL OVERALL LINTEL LE TI-' era -I- 051 P'l--r Yqm T eF.4-rt eF e ADI 11 (TYPE OF LINTEL) cPYe BAB BF8 RCMO 2Fa_n G69 BF2-]Y 655 EG6-1" 3534 BFam a' 9- EF24-Jx BF3$'}•.- 526E 61i1 1001 2'-B' TO 3'-6' (PRECAST) 156E L63 655 f -- 5a9 mbm - 499- a -- -- _Im bl3l s35 ' i " " cm:s 1025 1=4 159E 3'T'TO40' (PRECAST 1363 ]or or _m 230 a am __ O6r P _ 0SI1 _'V. 4J is", 411 fim'9 '''. 539 '_ 169 59] "a Bel 13�. 1071 4'-I' TO 4'-6' (PRECAST) ]0.. m 4_ , Ain s3 m. _m4/9 In 9 e 4'-1' TO 5'4• (PRECA8T3 See 909 ns 1 aT _ 009 Be 5 ♦ 5 =_ >IOI _ 3 5?};' 411 411 743 5'-5' To 5`10' (PRECAST) m al'.3 T4133' 340 339 616 aA Bu 6T m %,em B 5 SO, j e ^O 6 m 3 Jl- 6'-II' TO I, -&' .(PRECAST) File 1� NO 1a60 2 "So 3a51 51E ab for 131 490 6'-r TO T-6•rPREcasn 44 ssa 363 591 nf TOY 18S Smm I' -I' TO e 4 (FRECA9T) 591 -661 )B 63 - 969 )a - 69- -- 326 512 230 9'-5' TP IO.i' (PRECd6:'I OF,r I B¢ 100 4 ] m3 63 l a94 _ 491 ISO6°S 5, <3+a 10'-1• TO II'-4' (PRECABU 94 6A, of 10m - a'em 462 04 II'-B' TO @ -0' (PQFLABTJ q9 cb - L65E E 94p at oa 56E v_ BI 4 o p15 7 a44 40] 1ST IT-1- TO V-4• (PRECAST) 4aa 3 T4a® 9m U9 141E ez 6_3 0 - lye? al'l 324 II@ 1V-5- TO 14'-0' (PREGA6U 3 54 60'1L 90 IBmI Ini 205 2e, 100 14'-I't014'-5'(PRESTREB9cT 9':W `a ' Ao� 4 6 SA _ 1 is - 69 _ IH JA- NR 264 91 14'-V TO 15'-4' (FREST,E55 L C5a- _ NR 265 03 se..... 9. 6[ 6. - J6 .,L, 5 *A9 mo 0 m05- 11 413 NR 15'-6' iO ll'-4" fPRESiEE98EG) 114 64 i<l 11'-0' TO 1V4' (P.ffBTRE6eED. _ NR 148 52 66 _ a 3 2 4"62i Cl �. BAD _ 9 '"T` _- _ 19'-5` TO 21-4' (PREs1RE96E 5 H Lv _ NF 125 42 -a2,2 1 _a: i 9 " 54 m46_ 3o `II6 21'-5'TO ]]'-O' (FREBiRE96EL. - _ NE 4m +I d< 12' is, _E as 4 rbl 22'-I'TO a4'�'(PRc9TRE99ED/ 2c 10a 319 45e 6961 75T Alb 9"PRECAST W/2"RECESS DOOR LI-LINTELS SAFE LOADS (LB6/F7) C GRAVITY OVERALL LINTEL LENCaTH BFfs DB 84P0 PE'. If tC m' "18 0B 8�22 0 RFa6-03HE�3m G (TYPE OF LIrvTEU _ 6(eF2 16 e'D Shi I_ E61e IB. DfS-6 '8 "5m-1B 1BR+5T 21, 3'-6' TO 4'-4' (PRECAST) il3F - Ie 1 - 653 Alf - mB96_ 5 - Bmsm 946 4'-5' TO 4'-6' (PRECAST) 494 52. 6 3 cCYeP ITI' 0693 4'-l't06'-B'(PRECABT) 866 IS 3 q4 q-6= 6 --6PD En05 I c¢.60 I- E41 I) 93 14 1 S'-9' TO sue. (PRECAST) .10 3 - q O b6 5 m.0 E660 r114 0 2 nPa 4 9 Em '?.I W-ll' 70 V-V (PRECAST) lei 6 5 312@ 6N-6._ l 6 W11 r. 245E sill 1 5143 6'-9' TO 1'-6' (PffCAST) 66 l55 )ALSO'._ I56a l6 ?55 1.. 3L9 B935 103. )SEES 3Wn 9 l'-1' TO E'D'(PRECAS) ql --ab 5?6 939- T 45. vasl 4253 3 8"PRECAST W2°RECE55 DOOR U-LINTELS SAFE LOADS (LB5/FT) UF`I FT O cRALL LINTEL LENGTH ea6 IT 612 5c M ..IT e 6 '3>m (TYPE OF LINTEL) $RF6-3T P@ I R 6 WFe e. fFT ( vh nG- 11 aFF31166"3m -1 BRL6 BRF6 RCMU 3'-6' TO 4'-4' (FREcua")F-SPs 757 1164 H O -36' - P/ a L 4 IYO 1993 B6' 4'-6' TO 4'-6. OFIRECABT) 961 6l� 60 I.W- !I1< - Ill 2.. 21'S5454 4 _ 4943_ _ 0 _ __ 695 Ol JE. 39'I 4'-l' is, 9'-e' (PRECAST) - 6l5 bs 65 - Ts' ALE s 1 =4 a 02 m B911 nv <OH 401 655 m( 6'-9't00'-10'(PRECAs?/ - a� 381 616 655 5l0 13H 146 5v0 53 P/L - '.5 d:9 ba 251, 191 329 51-II'T06'-6'fPl€CA6T) -- 506 10Bm 1 1 - aP 1 en r` '3m 16 .aa9 v.b Jl 9- . 595 lH0 .4Sl0 ss 6'-9' TO l'-6' (PRECAST) - - 502 614 363 SON eE4 222 66 134C 256 L69 Eo .IC¢ -.. 3a5 46E l l 09 8 (FRECA9ii '-•- '- --- 3lO ALSO 214 335 5E0 I Iml-< 5Grc T101 emlb a331 AST- RET� LINTEL SCHEDULE C MATERIALS I. f'c 8' precast lintel = 4000 psi 2. Pe prestressed Intel = 6000 psi 3. Grout per ASTYI CAT& f'g = 3000 psi w/ maximum 3/8 inch aeeregate 4 8 to II inch .lump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength = i000 PSI 5. Reber per A57F1 461B, grade 60 6. Pre5trea5ing strand per ASTM A416 grade 2101ow relaxation 7. Mortar per ASTM C270 type M or 5 CzENERAL NOTES I. Provide full mortar oed and head Joints. 2. Shore filled lintels as required. 3. Inatallatlon Of IIntel must comply with the archlteetural and/Or structural documents. 4. U-Llntel5 are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell Palnfordng and grouting. 5. Reference the CAST-CRETE Load Derlectlon Graph brochure for lintel deflection In Formatlon. 6. Bottom field added racer to be ac;8tad a the bottom of the IIntel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Gast -in -place concrete may be provided in Gal lintel in lieu of concrete masonry units. e. Safe load rating based On rational design analysle per ACI 3185 and AGI 530 10. The exterior surface of lintele installed in exterior concrete masonry wells shall have a coating of stucco applied is accordance with A5TM C-296 or able' approved coating. 11.. Lintels loaded elmultaneously with vertical (gravity or llpllft) end horizontal (lateral) loads Should be checked For the combined loading with the following equation: AOnllad vertical load Ai horizontal load S 1.0 Safe vertical load < Safe horizontal load 12. Additional lateral load capacity can be obtained b the des) ner b providing y 9 yP g additional reinforced concrete masonry above the lintel. Sae detall at right: �F'm=1500pei SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE /2' CLR TYP �(2) 5 REBAR GR40 or GR60 SAFE LOAD TABLE NOTES 1. All values based on minimum 4 Inch 7. For composite lintel helghts not shown, use safe nominal peering. Exception: Safe loads for unfilled load from next lower helght aii lintels must be reduced by 20 s If bearing length Is 9. For lintels lengths not shown, use safe load from lass than 6 12 Inches. next longest length shown 2. N.R. = Not Rated 0, All safe loads In units of pounds per linear foot 3. Safe loads are SuperlmpoSed allowable loads. 10. All safe loads based on almply Supported 4- Safe loads based on grade 40 or grade 60 field &pan. rebar. 11. The number in the the parenthesis indicates the S. One 11 railcar may be suostltuted for two 5 rebare percent reduction for grade 40 field added In 8,',T!lnte3ls Only rebar. Example l'-&' Ilntel type 8F32-I5 safe 6. 'The designer may evaluate concentrated loads gravity load = 6412(S) w/ 159s reduction 6412 from the safe load tables by calculating the (05) = 5581 plf maximum rasisting moment and shear at d-away from face of support. TYPE DESIGNATION rF = FILLEDD WITH GROUT / U = UNFILLED JANTITY AP ry9'-�11II 1 (/� 15 y BOTT1OM OFOLINTEL CAVVITY OF I(1 � 15/17 QUANTITY OF •5 REBAR AT TOP LOMNAL HEIGHT NOMINAL WIDTH -05 REBAR AT TOP MIN. (I) REQ'D 1-1/2' CLEAR iD U= A' C.M.U. Q Z � L .-GROUT _ z �q S REBAR AT BOTTOM • < • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/8'ACTUAL PROVIDED IN LINTEL VARIES) S' NOMINAL WIDTH SAFE WORKING LATERAL LOADS (PLF) 8" x 8' LINTELS 6A=E LATERAL LOADS LINTEL LNTEL (PLF) Tolal L-I T rw PLAN BYE' SOLID 2'-10' Aeraat )SERE 3964 3'-6• Rxe.1 %8 230 4'-@' Rerax B44 fil 4'-G' A•Gbl 69B 1266 4.S. rr.. 5% 1163 5-4' Prereet 6se INS "Et' 110E 6'-4' 634 %4 6'-6'6E I5AD ON b'-8' 516 1211 1-b' 446 No 415 094 B'-1. Recast EST 0I4 e'4- Rreel 354 745 9'-4' Renal 211 BN 10'-6' R: A IN AN I14' R.9 IN 620 121-0' Room 164 B49 Q'-s' Recent US 604 1'-4' Reoad TB, 604 1'-0' Roust 99 Bar K-8' RwVeel NA 341 B-4' Rntrseud NA .02 IT., Pesbeeeed NA aB lol PeResse NA IlG as-0' PeArsi d NA Bs 21'-4' R•>6eeeed NA BI a1'-4' Aeetreeeed NA Qs, 14'-0' Reetreeead NA % NR • Net Raoxfor aid Total Less, 31-V 4_& 4.4' I-8' Ell 6'-B' I'S' V-B' 9'4' Tw- Recast Rewbt Plarabt Ramat P.aet Pral Precdbt SM.'t ReceK Recast 5 SAFE LA ER..L LOADS (Rf) B' DOOR V COCA HEADER HEADER FLAN SOLID 2011 95B 167 ON 821 IN 31% 659 1165 650 TIT 5t4 964 All Rn Ne 664 206 N'S L OTT S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PHI (drl71 rl a11P dTk r NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER _ OR LOWER LINTEL CAVITY GBNERAL NOTES: CODES I:I, FLORIDA ING O SI NIA &TH ). SECTIONS .2 4 ' BUILDING CODE RE DE i L, EDITION (2011 , SE R402 RI 01. L7, BUILDING FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011E SECTIONS 108). t 2101. 1.4. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (Al R BUI ). 1.4. CONCRETE: SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10): 2. CONCRETE: 1.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1j. PRE -CAST W/STANDARD REINFORCEMENT-4000 FsSl PRE -OAST W/PRE9 416S REINF3000 PSI W1 MAX.-6000 ACO 61 7.1.3. GROUT PER ASTM. G416 - 3000 PSI W/ M3/6" AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 221. STEEL LAG IN CAST LINT AT TIME OF FABRICATION AST A I (G PLACED PRE ELM 65 RATE 60) 7. STEEL SIED LINTEL. AND KNOCKOUT BLOCK (PLACED IN FIELD) 210 A615 (GRACE 407. 2.4. PRE -STRESSED STRANDS ASTM A416 l-WIRE, STRESS RELIEVED 210 K51 7.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x S" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL 67EL UNFILLED GRAVITY CAPACITY (951. (0PW GRAVITY CAPACITY (65L (IYdJ UPLIFT CAPACITY Ali ll,ew UPLIFT CAPACITY (IAiL (2MEU SOTTLTI BAR To'BAR GRAVITY CAPACITY 2.te 14. PRECAST (2)q G)q 4245 100E INS BI 00@0 314' 2'-1' PRECAST (2)11 (2)IS 2415 NOT BEST 4115 43 -V 2'4' PRECAST (2)n (2)g IN 771 271 33M NaS 44' 3'-1'FWCMT (2)7 (2)1 1343 216E 2165 260E 2608 4'-V S-4' PRECAST (2)t2 (Vn 02 2011 2011 2421 7421 5 4 4-0 PRECAST (W5 n 1�6 WBI 16 51 51 0 oil 5.te 4.6' RECAST N) 'S !Dn NO KY3 1113 K10 160E I'll5.0 PRECAST S)4 (3)n 140 C63 1703 Q16 1403 b 6 V-2k PRECAST (2)4 (Dn 10 an 12S2 INS 1348 64 V-4' PRECAST 0)% (2)q bet IN 1184 "1 1ae l-W 6'-T PRECAST (2)'4 (Dn 510 Bel Ni 875 ON T-B' 6'-4' PRECAST fD4 (Wn Be1 959 IN la4 on 8-0 6'-1' FRELASi (W4 f3)n 55 902 Sin 112 SEA 8-4 r.0' I PRECAST 1 0)-4 !3)n 488 851 %I 64B all 9'-4' 1'-0' PRECAST (DAL (ilq 4W 126 l& AN Ile teLb' W.V. PRECAST ❑P'4 lvn 354 ble 65 ISO 613 11.4' 041 PRECAST Me Ml5 315. %l 561 3n 607 110 te-B' PRECAST (W5 (2)3 292 525 5I 771 561 12 6 I.1 PRECAST (W5 (2)5 Ill 4% 4% 251 512 15 A Q-0' PRECAST (2)5 (2) `5 Y% 08 458 214 442 K -0' Q-8' PRECAST <W5 (2)Pi 233 430 430 let 395 14.8 D-Y PRESTRESSED OJI4 (2)e MIRE 1 418 410 In 446 154' 14'-0 PRE57RIMMD (2)4 (1)q NR 319 3l9 210 401 Il-4 .0 FRINTREBBED (f/'4 0) (Wn NR am 2Bo 163 311 19-4' IB'-0' FFE9TRESIE) (315 (1)3 MR, 224 Teo 131 SEAL 20.0' S.S. PRESTRESSED (W5 (2)5 MR 'Oir 1st 122 231 21.4 20.0' 1FRESIREBSED1 l2)5 1 (2)3 NR IT IT BI 200 22.0' 20-8' 1 PRESTRESSED (D 5 1 (2) 9 NR. 164 164 IB0 is 24'-0' 12'4' FREBTIRE%ED (]!S f1)3 NR 82 132 REAL 163 1IIl Ific X.,i:ii L4"33 TABLE No 9 REINFORCING SCHEDULE A LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 16" COMPOSITE LINTELS LINTEL UIMTH CLEAR WAR LINTEL TYPE LINTEL STEEL GRAVITT CAPACITY (OnL (IM GRANTT CAPACITY (IMEL (U5U UPLIFT CAPACITY eli Ni UPLIFT CAPACITY (InL f1nU BOTTOM BAR TOP EAR .,FROGAST = 0 00 3.6' 1..,. PRECA57 a)t f2 $131 mm BOW 100@@ 4'-O' 1'-e' C45T (W7 f 6161 1W00 e139 all T 3'- CART (Wq f 3211 Bel 659a 1Bi 414 3`4' PRECAST (117 (2 2944 049 6OAS 1000E 5'4- 4'-0' OAST (2)3 48a3 6431 "1 1&1 ,SYS- 4-6' MC46T fW 3 2 501E %00 6 30 6 4' 5.0 PRECAST f11q 4115 dlt6 2610 4511 6.6' 5-1' PRECAST M-4 (2)s4 (2aq 3934 N3 2655 PRECAST (V4 (2)q 311E SIB 311E 26S3 Se 391E I.e b 1 PRECAST fD 7911 7911 2030 3060 1-B' 6 d' RRELABT OTT f1)4. (2) q 2IM 21% %1 1%I 1'-0. W-B' I PRECAST IV% (Wq 7581 2581 1154 2102 T-0' CAST (W'4 m n 23% 29% I6@t 1 V-4' B'-0 FRECA9t (1)4 fDq %9 196E 1238 1t35 b'-6' 9'-2' PRECAST (W e4 (W q K11 %21 947 6% II'-4' 10'-' RECAST (1)5 (1 9 K59 14% is 504 1'-0'@'-8' PRECAST (W 5 (W 5 ON B% 691 G 9' Q'.6' I1-7. PRCAST (W 5 Me U51 R51 634 Q% 1'-4' 124' PREG'a T Ms al I144 1144 105 I4-0' 12.8' PRECAST (SAME f ) IIS 1066 4SI to 14-B' 13.4' B7RESSED (W4 (2)1 KI9 4SI 15-4' 14 -0' (2)V 91 U31 41T 641 Il 4' I6.0 FRE6TRE90ED C) -4 (DAL B 615 I9-1. MsTRE65ED PRE6TRE06ED (D5 GO GO -3 lB5 IN in le 26@ 53 20'-0' IB'-B' PRE6TRE66ED fa15 (W9 ta9 125 243 An A'-4' 10'-0 PRESTRESSED T 5 (213 633 33 3 41 22' W 20'-6' mvrelSBED (115 (2)5 SO 5311 A4 PF40TRE06ED (2)5 uNS 41 401 lei NO TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY eonl_ Ol GRI CAPACITY !,SL (I)SU UPLIFT CAPACITY III (inU URIR CAPACITY 01_ (WSU EOTTON BAR TOP BAR (7 3'-1. 1-1. PRECAST N)n (2)R 1b46 100m0 0om0 10000 4 0' 1'-1' PRECAST (2)n ()n I00m0 1=0 all 4 V 3'-2- PRECAST (2)1 Ln 4142 loomm BI 1000m 4 B' 3'-4' PRECAST (2)n (Dn 37M 10000 1839 )SOOT 5.4 4-0' PRECAST (2)5 (2)7 423E 10000 513E I0tU0 510' 4-b' PRECAST (2)5 (2)q We BIOS 466) SISAL PRECAST (2)14 COS area 6752 NET 1K2 b 6' V-I' PRECAST (2)4 (2)n 625m 6250 Mae 65M I.'. 5'-4- PRECAST (W'4 Mn 5816 $916 341 671- 24 l 6' 6' -1. PRECAST (D 4 43S 4312 NNS 450E l-1. V-4' PRECAST (2)14 )1 APES 409E 2508 CIS B'-0' 6'-8' PRECASr (a)'A fDq 3150 3130. 221E MIN 8'-4' 1'-0' PRECAST fD'4 1)1 3d20 34 0 2018 3561 9'-A'. 11-0' PRECAST (2)'4 21$4 2134 ben 28 B 10'-1. 9'-1. PRECAST (2)14 Q?n nil 221l n33 178E 1'-4' 10'-0' PRECAST (2)5 W3 INA 1554 1031 2003 Q'-V BI PRECAST 0)S (2)5 179 ITS So BYRE 7-6' 11'-T PRECAST Me MS 1661 1667 an 1101 121-0- PRECAST (D 5 (2) 3 1501 15M 1414 14'-0' 11'-S' CAST (2)5 (1)5 139E 139E 1323 14'-V 1l-A PRESTRESSED (W4 (V) Sea 1S93 101 IS'-4' 14'-0 PRESTRESSED (2)-4 (2)q 174 1124 1055 li 4' b'-0' TRESSED (2P4 (1)n 1330 B30 BI4 5-4' IB o' PRS D (2)5 (2) 411 1053 1053 ff 659 1m-0' IB B' PRES1R99ED (3)5 fW5 919 9T9 65 114' 20 0' PRSPERA D fW 5 %2. ON NO 21 0 10'-e' PRE9rRE69ED (3) 5 ) 3 t9t Ml 50l14.0 1a-Cie 6 659 4Y5 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL. STEEL GRAVITY CAPACITY (Ol 0n GRAVITY CAPACITY IIMEL fl^J UPLIFT CAPACITY (Ir<x f1nU UPLIFT CAPACITY nnL SARI Bel BAR TOP BAR T-I@' _3 -6' PRECAST 2 () n I0906 10wa 10030 - cow 2L2' CASs (3)7 ON Sue 0000 CAN, Mi'm 4'0 1'-1' PST D n 1) q 0000b a' 6' 9'-2' PRECAST (1) n (1) n 5014 I0=0 10009 1000o 4'-B' '.4' PRECAST Q)S (})n 4653 10000 0 )IBM 5'-4- 4'-0' PRECAST (W3 (7)it 16M I 1051 Immm@ 5.10' 4'-V PIRECA57 (D3 2 62311 Ri FIN DOSS 6.4' 5'-0' PRECAST (W4 (2)n 5101 tewO 4154 9450 6 6' 5'-2'PgECAzT (7114 (2)q an @ 4691 Sea6 B' 5'-4' PRECAST (2Y4 all 8114 Nei 4231 &Q0 I-6 6'-T CAST 0)NI (2)n 6235 6416 314a 6411 6'-0' PRECAST (2)4 (1)q S%B 6014 9006 6163 6'-e' PRECAST 0)14 221 Nil SIB1 2E03 SEES 8'-4' l'-0' PRECAST V % (317 031 ANT Sell NNO 9'-A 9'-0' I PRECA61 I DAL 1 396 3t16 1901 389E 9'-2' PRECAST (W4 (2)n 2031 2931 BRO W25 V4' 014i CAST (219 V5 2EN 25N are 2604 VMS$ PRECAST (215 eV'9 7305 2305 1123 2291 11'-b' 1P.2. PRECAST (])5 (1)5 1141 1141 10£2 109E 13'-4' 11-11 PRECAST M5 (i)3 WE 19M Bel �1811 i4'-Ol IT-8' PRECAST (D 5 0) MIS ❑ e TaT 163E 14'-B' B'-4' FRE611RE (214 1345 ]345 653 QB3 5'4' !1 PRESTRESSED (2)4 Dq 2136 7Ees 59 6 111E 11-4 6'-0' 6TI FRRE (22 (2)7 1650 IeSo 464 91a 19 4 IB-0' PRENREft5ED (219 W3 1310 190 3TI IN 20 ' ENV PRESTRESSED C)S (13 121 QI9 341 see 30.0nigETRENOD We (1)3 2 te62 304 601 R'-0 20 B• PREBiREe%D (1).5 C)3 954 N4 2N 5kg 24.O' 22-8' RRE0TRE06ED (115 (W9 B24 024 139 4l3 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (Ol (InU GRAVITY CAPACITY (In' CInU UPI CAPACITY fli 0,A5U UPLFT CAPACTT (Ii e2nU BOTOM BAR TOP BAR 1 .10 I-6' PRE, AST (2) 0 3-b 2'-2' PRELA6T 0)n 1090P, 10000 Miss 4 0 2-B' PRECAST (2)7 (Vn IBIS ¢0m0 te6L+0 title, 41' 31 FIRT T (2)n (2)n soon 10000 )Batt 000" A41 34' PRECAST (2)n (2)q 550E 10000 alto 10000 5A' 'P.0 PRECAST (2)5 (2)q 9011 1&1 6365 0020 S'-Is,' 4-6' RRELAST (1) 5 M n TNT 10090 boas 100AYi 1 5641 WORDS -1. RECAST (D4 fWn )Slam WON' Ne tests, 6 B 5'-4' PRECAST MINf31n %35 10000 5021 1020t 14- V=V PRECAST (2)'4 M)n T40B 9%1 Sell 3B48 i6% 1.1. 6-4' CAST G)-4 fDq 1064 3661 The 1-0' 6-1. PRECAST S)14 (Wn 64H JIM sale 6661 e-4- 1-0' PRI (DAL (V1 SN4 MISS 3031 SON 9.4 11 PRECAST (W4 (2)7 Gehl Ease 2355 4145 10-6 9-2' PRECAST (2)4 (Dn 3526 3611 I1 3663 Ir 4' 10-0' OAS ME (2) 3 32W me 1521 Ni 12.0' 10'-51 FRECABT (v ) t, 2938 2138 536 2133 12 113 PRECAST (W5 0)3 211E 2110 nil 249E 13.4• I." Fell (115 (W 5 2416 2411, axis 1168 14.0' Q-e PRECAST MS e2)3 nib 2216 %l 841 14-8' B" PRE9TRE09ED M-4 2611 7BTI II6 IASI IS 4' li0' PRE61RE66E0 M 14 (2) n 2616 266 6IS BQ 11-I' S.0' PRESTRESSED (DAL (2) a011 10a3 5K te71 19 /' S-0 STRESSED f115 (2) `5 1601 1601 ALB B5 11.1.111.11PRE8TRE55ED (2)5 (2)5 Alb K% 3B5 163 21.4 20.0' PRE61 122 (2)5 (1)5 1305 12 B38 66B 21.0' PRE81RE%ED (1)5 (11 1133 1D2 31l 619 14-0' a1'-B' FRSTR69ED (2)S (2) 1014 10K 266 57t TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LBYaiH CLEAR bPA14 LINTEL TYPE LINTEL STEEL RAIN GRAvrtT CAPACITY GRAVITY CAPACITY (tnLflnU GRAVITY CAPACITY (InL(InU UPLIFT CAPACITY nnL(InU UPLIFT CAPACITY.. 0i(S U EOIIOMBAR 70PBAR 6 PRECAST I (Ln 3.6' 2-T PRECAST (Wn (2) 513 065 665 24W 24M 40 24 PRECAST lWn (J)n 1131 1415 14D I463 Bel 6 3-Y FREGA51 (31q n BA IV IN Was WN 4 B 9-4' PRECAST (Wn (Dn E06 Ise) 1051 13W INS 11.11 4.0' PRECAST 1 (2)3 (2)n 659 No we 1114 N 5 10. 4-6' PRECAST 1 (2) 3 (2) n $1I R03 Bel No % 6 11.1. 11.1.PRECAST C) 4 (Dn 494 l{l l4l I15 05t 6 6 5.2' PRECAST -4 2 n 416 115 i8 . ISO we W-11 5.4' PRECAST -4 (2)n All 6W 653 6% ISO l-6 & 2 PRECAST 7 •a (1)n 315 5% SIB 525 set CAST (2)4 11)q 3t5 Sea SbB A% 641 PRECAST fW'a f2)n 353 SIB 536 452 609 PRECAST ()s4 f2)q 334 501 501 411 5'16 9-d' a-@ PRECAST () (21q 2IB 435 4% 316 4M 10 b 9-2 PPECABT 4 f1)n 2/5 311 3E 339 419 II-44 10'-0' PRECAST WS (1)3 2b 345 SIB N Pe te'-W PRECAST )5 (3)5 201 2W No 13 215 12'_W 11'-2' PRECAST ) let 243 243 51 No 13'-4' Q'-0 FREC48T Ms151 52 192 t38 IBB K'-0' Q'-B' PRECAST (2)5 Q6 We 111 We 51 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL MIA CLEAR SPAN LNTEL TYPE LINTEL STEEL UNFLLED .GRAVITY CAPACITY GRAVITY CAPACITY (MIL (OMEN GRAVITY CAPACITY fli(II UPLIFT CASIOTY (QN-N5U UPLIFT CAPACITY (IYSL(4nJ BOTTOM BAR TOP BAR !2711 1360 K91 a134 3 440' T-V CAST (t)n (i)7 H31 W25 K25 I N I%3 4-2' T-te' T G51 (2)n 1042 B30 B7Di TO nl9 4-4' 3'"W BT f2)n Mt %3 Q30 Q30 596 B% 4`V 3'-4' PRCAOT (2)q (2) See ON ION NO E% 5'4' 4.4' PRECAST (2)5 (21 BW 1@@3 tell 64' 9'-4' CAST (714 2 459 6% 693 685: I°0 t 4' W_lIr CAST G3 o 2 315 %e 56B 499 641 B-B' l'-4' PRECAST (2)N 3I6 460 ALSO 315 546 TRY S' PRREC45T (W4 1t3 416 45 291 4t1 2,8. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3, MASONRY: 31 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FM 1500 P51. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF a" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), 6FC71ON R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1E ��33 (1) #5 CONTINUOUS 316 / j­ B'X18' KNOCKOUT BLOCK j000 PSI GROUT (PLACED IN FIELD) ' TOP BARS: :y •; SEE SCHEDULE 6 1 (1) /5 CONTINUOUS 7 STIRRUPS AT 4' 0' ec ,32' (TIED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST Ig (1) #5 CONTINUOUS 313, K­8'X16' KNOCKOUT BLOCK =r •.:�" TOP BARl SEE SCHEDULE I _ I' #5 CONTINUOUS e - J 4 3(1) 2' STIRRUPS A7 4'-0' cc D OR WELDED) deal(hI 8/16-S-(1) 11 #5 PRESTRESSED 3, 313, 8/i6-S-0) 45/(11 A5 TABLE No. 10 REINFORCIN9 SCHEDULE' & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL iH CLEAR arm LINTEL TYPE LIMI STEEL 150T7019BAR TOP BAR GRAVITY CAPACITY (0)El(115U GRAVItY CAPACM nnL(Inu UPLIFT CAPACITY (inl-n15U DRIFT CAPACITY 11nL 121eJ (1)q e7 (D7 (2)q (P)7 20 3651 B506 300E total 10000 W56 B053 9 S we 6143 WR VZOO a"Boit Nis 4-0. 1'4' PISt T (Dn d-2' 3'-10' PRECAST !i)q 4.4' 9'-0' Pfd{49i (D7 I'-8' 31-4' R'SSA9T (2) (t)q MB 67BI 550 116 4.1. PRECAST (2)3 !Wq 3$14 B60 3211 1041 5' 4' PREC0.9 (2)4 111 2IM 7130 225E 265 T4 6-4' PRECAST !11"4 I'll 1 2108 Ei fl06 nit 164E 1241 22B nS B4 14' (2)4 9-B' B'4' PRECAST (W4 ] 1516 Was 914 805 3�11 _I, «.. ': a '•�' m r..: .. N 313' .'i • m y� �fe6 1 ,• •• •.: S Ol " 4 Nl •'•• ` Pat � • 6 e • tI1W'U iR •, m rY•�:� 6e ti6'y ''• t m l8• 8/14-S-(l) 0/01 #5 A R C H I T E C T S GDesipn rou nc. 1441 N. RONALD REAGAN BLVD LONGWOOD, 132750 PH: 407-774-6078 FAX:407.774-4078 rou www.abdesiB g P n .com AA #: 0003325 SVBDIV. 8e LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 MOO-00 PROJECT#: 02784.000/00003 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JU` ATF�- 7/10/18 /SCALE: 1/4"=1'-O" SHEET 13. 1 or SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,452 3c33 SQ. FT. SQ. FT. TOTAL LIVING ENTRY LANAI 1,645 IS 60 SQ. FT. SQ. FT. SQ. FT. TOTAL 1,944 SQ. FT. CU51C VOLUME LIVING 12,632 50. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 0 8'-8' BRG. LOAD 5%. WALL NON-BR's. WALL COMPONENT AND CLADDNO WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS CALL # SOUARE WK/DR WK/DR SIZE ZONE 180 MPH WIND FOOTAGE DESIGNATION WIDTH HEIGI-IT 1 112 16 01 1-0' IV 84' 5 26.09/ -4493 OHX 2 20 3068 DR 36' W. 4 30.64/ -30.64 3 11 25-SH 38' (03, 4 3231/ -42.62 EGRESS 4 11 E*S 38, (03, 4 3231/ -42b2 5 42 5068 SGD 14' 80' 5 28.14/ -51.013 6 11 25-SH 38, 63, 4 3231/ -42.62 1 11 25-SH 38, 63, 4 3231/ -42b2 8 11 25-5H 38, (03, 5 30.64/ -51.15 EGRESS 9 11 25-5H 38, 63' 5 30.64/ -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 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, II ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEM13ER5 T-0' FROM THE FMISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 6" 2'-0" 1'-0" DHL.TOP PLATE 2x6 WOOD FRAMED e 16, O.C. CABINET SECTION i-i A T1 T11 I'-01, Y/ 8'-Y/„ '-011 � 61 ■---------:■. LANAI -1 3' 1" 14'-2" 8' 10° 11_S11 I 51_p0 I J c0 r I I i- 25-SH Og O O HB I O I EGt�SS 25-SH 25-SH 5068 SGD r �N ■ I m CjF /T GREAT ROOM I g O 14'-O'xl9'-4' I DINING ■ B' a' cL� I 10'-0'x9'-0' ■ OWNER'S SUITE @ I 14'-0"xl3'-4' m I ro 11 \A3 Ili, I SHOWER HEAD I I I Z--- O 6' 8' AFF. I ri iII IIII 1 I ■ A ■ m 4� ��y - ? m 2 -8 4 -2" °- 25 0 PAD OUT WALL KIT HEN 3'-0 0. BATH IZJX L m a 12' AFF, C R/T a ; v r a' -a' cL6 _ m a S J o I o i R i� iC ti I REF • I L ------ ' SHELF 3 SH 2x8 n I A/c v _ W.LC. 6'-s' cL6, I ■ v ■ — — I TUBAFFAD IR ISH "-- -� W/H OLLARD F 1 2 8 + WD BEDROOM 3 10a'�' COND. • 3b'x22' I I CIS `° Ex cL�O' - ACCESS _ ■ ■ - ? a N W GRill O FOYER ---- R/T 3-0 B.F. BC i u RAG. ■ 2 b __ 2—CAR GARAGE 1R--ISH ■ - - ■ IN- N■ .T. c O � B m LECTRICAL EN'RY PANEL a_-e' C�Cq — - ■ PAD -OUT ■ _ 2' 10° 13'-2" HB I r N TRucK BLOCK I n BEDROOM 2 ® GARAGE WALL �Y I e r 12'-0'xI0'-0" � I I O 16'-0' X 1'-0' OHGD i r---■---- ■ri 25-SH O ■■r r■ ---------- IN IN EGRESS 3 1'-8" 2'-4" 2'-4" 8'-0" S'-0" 19'-4" 4'-8" 16'-0" 40'-0" FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION "A' I m A R C H I T E C T S Design roulslnc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 17 IIIIIIIINI �eaaoemoaeg SUBDIV. 8e LOT: OAKLAND LAKE (LOT 3) MODEL 1452 xxxoo—oo PROJECT#: 02784.000/00003 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA o- � /10/18 ' 3C7ALE:1/4"=1'-0"' SHEET 4 OF SCORED LINE 8'-8" BRCz. HGxT. _ 6'-8" HDR. HCsT.h I'-011 TEXTURED CEMENTIOUS COATING PER (ASTM C92(o)(TYP) s 0 -0" FIN. FLR., N SHINGLES (TYP) 12 5t,:� 8'-8" BRGz, HCsT. 8'-8" ERG. HCzT.h V TI 11_01 011 (0'-8' HDR. HGzT. 6 -8' HDR. HGsT. 6' UJ. SCORED LINE TEXTUREI) CEMENTIOUS COATING PER (ASTM p"',R 1 `0 T ELL VATION SCALE: 1/4 = I'-0' ELEVATION 'A" 12 5 111111111000 on L OFF -RIDGE VENT r- 12 5 OFF -RIDGE VENT 12 5�— OFF -RIDGE VENT TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) RYEAR E L 1LJ TI N SCALE: 1/4 = 1'-0' ELEVATION 'A' 8'-8" BRCz HCsT. oll �6'-8" HDR. HGz T-8" HDR. HCz T. - — - — - - - - — - — - — - - — - - — - - I_/], TEXTURED CEMENTIOUS oII COATING PER (MTM C926) ITYP) u - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — N O'-0" FIN. FLR. LETT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' V-8" BRC-:. HGzT. I-/h 11 ro'-8" HDR. NCzT� --------- 0'-0" FIN SHINGLES (TYP) 5 OFF -RIDGE VENT ---------------- ■ TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) -------------------- RIGHT ELh7r--'VATION SCALE: 1/4 = I'-0' ELEVATION 'A' OPEN ? 08'-8" BRGz. HG,T. _�ro'-8" HDR. HGzT-8" HDR. HGT. 00'-0" FIN. FLR. BRGz. HGT. 1'-01, lro'-8" HDR. HGzT. ,j,0'-0" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FT. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SUN. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF A R C H I T E C T S Design Grou p`inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com ` AA #: 0003325 �"'llll'll Lomvam�mo0� E 8 N E 0 .c L sVHDIV. 73) OAKLAND(LOT MODEL: 1452 XXX00-00 PROJECT:: 02784.000/00003 PAGE: ELEVATIONS 160 MPH EXP. C ARCHfTECT.- STATE OF FLORIDA Z i DATE: 7 /1 O /18 SC,a; :1/4"=1'-O" SHEET 5 OF CONTROL DA E m,-D1-B C O 7 C IT O R SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1400 (i) 106 x I In' I -PLY, (6) 166 2-PLY, (USE; (10) 10d X 1 1/2" - NO ISO OPTION) (2) META-16 985 (2) HTA 16-IS IWO (10) 106 x I IR' 1-PLY, (USE: (10) IOd a 1 I(2') 1,500 (14) Iad 2-PLY (USE: NO 166 OPTION) HET4-I6 1010 HTA 16 1615 (9) IOd x 1 In' I -PLY, (5) Ibd 2-PLY USE; NO) 1Od x 1 1/2', NO Ibd OPTION HETA-20 1810 HTA 20 ISIS ( )) led x I IaI-PLY, (8) Ibd 2-PLY USE (10) 10d a 1 1/2', NO 16d OPTION (2) HETA-20 2035 /2) HTA-20 3170 (101106 x I IR' I -PLY USE: (10) 10d x 1 1/2' 2530 (I2) 16d 2-PLY (USE: NO 166 OPTION) Z Q LGT-2 2150 LUGT-2 ISIS (V - 1/4' x 2 I/4' TITEN, 2 FLY (USE, ELK (5) I/4' WE, WOOD (I6) 106 V) DETAL-23 2ASO NO USE CONVERSION FOR SIMP50N DETAL-20 (19) - 10d x I In, I PLY MGT 3965 MUGT 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (UBP: (26) IOd TO WOOD) 10980 HUGT-2 W45 (2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12` EMBED), (16) 10d TO WOOD )USP: WOOD (8) 10d1 HGT-3 + 10530 HUGT.3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPOkY (MIN. 12' EMBED), fl6> 10d TO U.100D (USP: WOOD (5) 10d) LGT3-6D62.S 3265 LUGT-3 5330 (1215D6 I/4'x2 1/2' TI GIRDER, (4) 3/8' x 51 TITEN HD TO WALL /USP: OGNC. l41 3/S' k 5' WEDGE BOLT, WOOD (12) W629) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LETA 1555 (10) led x I-I/2' (,aE; (10) 10d x 1 In' VGT 494O NO USE CONVERSION FOR 61MPSON VGT (U 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Oa)-SDS 1/4'X3' TO WOOD (2) VGT TI85 NO USE CONVERSION FOR SIMPSON a) VGT) Q) 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-51ZS 1/4'X3' / 2 PLY M75-12 1000 MTW 12 1595 (14)10d x I iR' (USP: 04) 10d x 1 In, (14) 10d) HT6-16 1150 HTW 16 1660 (16) 10d x III (U5P: (16) 10d x Ia., (16) 106) HT5-20 1450 HTW 20 2045 (24) IOd x 1 IR' (USE: (24) 10d x 1 IRS (20110d) HTS-24 1450 HTW 24 2045 (24) IOd x 1 In' (USE : (24) IOd x 1 1/2', (20) 10d) LSTA-12 + 925 LSTA 12 9T0 (10) 10d USE: 60) 11 L5TA-18 ++ 1235 LSTA IS 13SO (14) 1I U6P: (14) IOd MSTA-IB n 1315 META-IB 1315 (14) IOd USE: (14) 106 MST4-24 + 1640 META-24 IT50 ow IOd USE: NI 10d 0- M5TA-3O +. 2050 MSTA-30 2140 (22) 10d USE: (22) IOd < M6TA-36 W50 MSTA-36 2525 (26)106 U5P: (26)10d F-- MSTI-36 3800. KSTI 236 BOW _ (36) 10a x 11/2" USE; (36) ICE x I In' N MSTI-45 5065 KT51 246 4250 (48) 10d x I In USE, (45) IOd x 1 I2' H6 950 LFTA 6 1595 (BJ Bd TO PLATES, (S) Sd TO STUDS N5P: (I6) ad x 1 1/2', (IS) BE) 5P4 885 SET 4 S45 (6) 10d x I la' TO sw$ U5P: (6) IOd x I IR' TO STUDS A34 395 MP 34 410 (4) ad x 1 [a- TO BEAM, (4) Bd x I IR' TO POST. USE: (4) Bd x I In" TO BEAM, (4) 5d x I IR' TO POST. HCP2 645 HHCP 2 1010 02) IOd x 1 1/2' USE: (10) IOd x I IQ' TO TRUSS, (10) 10d X 1 I/2' TO PLATE HIOA 1340 RT 16A 2180 /15110d x 1 IR' USP: (9) 1Od x I In' TO TRU56, (5) IOd X I In' TO PLATE VGT a HDU4 4565 PHD 44 4536 Oa)-SDS 1/4'x3- TO WOO, (10)-BDS 114.4 lit' W THREADED ROD, (2) NUT6/WASHERrz PLY USE: 5/8' ATR MIN.'' EMBED SET IN HIGH 67'RENGTH EPDXY, (10) WSW WOOD SCREWS VGT e HDTB 4S40 TDX 10 5110 (16)-5DS V41x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHERGPLY USP: T/9' ATR MIN, MBED SET IN HIGH STRENGTH EPDXY, (4) VB" THRU-BOLTS ABU 44 2200 6665 PAW 44 2535 6175 /U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG- III TO WOOD USP: SAME A$ SIMPSON ABU 66 2300 120" PAU 66 2535 BOB (1) 51W A.T.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (II TO WOOD USE: SAME AS SIMPSON (n Q LTTI9 .. 1340 LTS 19 InS () 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN.,' EMBED.) IN CCNC., (BAOd TO WOOD USP: SAME AS SIMPSON LTT206 +.. 1500 LTS 105 1105 A.TR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG„ (10A0d WOOD U5P: 3/4' AT MIN T' EMBED SET IN HIGH STRENGTH EPDXY, 110) 10d, <I0) led x I I/2', 2-I/2' USE, = („) HTT4 4455 HTT45 4465 (U 5/6' A.1 R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONC„ (I®) SDFO X I In' NSP: (20) Ibd k 2-In'; LISP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x -V2', l20) Ibd x 2 IB' Z < HTT5 SOSO HTT45 5430 (1) 5/e' A.T.R IN HIGH STRENGTH EPDXY (MIN. T' EMBED,/ IN CCNC„ (26) Ibd X 2 a. (USP: (20) 16d X 2-1/2') USE HAS MORE NAIL OPTIONS. (28) IOd, (25)10d x I-Ia', (20) Ibd x 2 VP HHDQH-SIDS 29+ 11010 UPHD 1! 12090 (V I' A.T.R. IN HIGH 5TRLNGTH EFOXT, MIN. I& EMBED.) IN CONC, (24) SCSI Y' x 2Y WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) AO 6645 5110 (U T/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.1 IN. CONC- (3) 3/4' 57UD BOLTS TO WOOD (USE: (4) 7/8' BOLT5: N MBHA 3.96/1)75 3475 5330 3165 1130 SIMPBON: (V 3/4' A. )E IN HIGH STRENGTH EPDXY, MIN. b.15- EMBEDMENT) IN C.M.U. TOP, (U 3/4' AT.R IN HIGH STRENOTN EPDXY, (MIN. 615- EMBEDMENT) IN CML. FACE, (IBAOd TO BEAM USE; (U IA' J-BOLT W/ MINIMUM 6: EMBED. I NOT LESS THAN 4' FROM EDGE OF CONO W/ 3/4' CIA ITW RAM6ET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR Ed. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FAGS. Li W HU5C412 (WOOD) 3635 2660 (FLR) 71F FHD210-31F 5063 2530 (FLR) (10). 16d TO HEADER, (10) 11 TO WOOD USE: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) z HUG410 (CMU) 1BIO 5055 11 5115 08)1/4' x 2-3/4" TIT#N (S F'ER FLANGE) TO CMU, (10) 10d TO WOOD: (USP Oa) II x 3W53 9CREWS, (10) 10d TO WOOD. Q HUC210-2 IGMU) 1510 5005 H05 31Ti (18) I/4' x 2-3/4" TIT@Po (9 PER FLANGE) TO CMU, (10) led TO WOOD: (U5P: (IB) II x 3' W03 SCREWS, (10) 106 TO WOOD HUC110-3 (GMW) 1813 400D 1905 3115 (18) I/4' x 2-3/4" 7176N (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USE. (IB) 1/4' x 3' W63 SCREWS, (10) 11 TO WOOD LGWM26-2-SDS I 1430 5995 I NO USP CONVERSION FOR VMP5ON LGUM26-2-5D5 (4) 3/6' x 4' TITEN Ho ANCHORS (2 PER FLANGE) TO CMA (4) 1/4' k 2 I/Y SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = 51MP50N 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPR I PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USE - CIA ADHE51vE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CEL_ IN CMU, WALL MUST BE FLLED 50LID w/ GROOT ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x I IQ' NAILS IN CONJUNCTION WITH A 23W REDUCTION'N THE ALLOWABLE LOAD. WRITTEN APPROVAL FRCP 71-E ARCHITECT IS RECJIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. In MINIMUM EMBEDMENT .INTO THE TOP OF A EON TBEAC V-1- BE 5% MINIMUM EMBEDMENT INTO THE FOUNDAT!ON1 WILL BE T' W F AA.T.R - A-30T AL'- THREAD ROD (S;ZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION I6 USED. WHEN USING 5TAIN'LE35 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51NG ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 45TM-A!53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARDHITEOT/ENGINEER OFRECORD PRIOR TO U5E. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CON5-Rl1CYON CONNECTORS C-2013" , 'HIGH WIND-IRE510TANT OON5TRU�7I0N C-HW09. AND ANCHORING- a FASTENING ST5 5 =0R CONCRETE . Y--5✓VRY C-6A5-2012. NAIL (3) 12d a &'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM UJALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO D'-O' TO g'-O' UN.O. 4'-II 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOPFLOOR 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. FUR. LINE EXTERIOR MASONRY WALL BRG, HEIGHTS 0 s'-s' BRG. LOAD BRG.WALL 0 NON-15%. WALL (2) META-16 ME 1 N C✓ I Is � FR ING T N SCALE: 1/4 = 1'-0' ELEVATION 'A' (2) META-Iro A R C H I T E C T S 4Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �I"IIIII" �o�m000■voJ (QE 8 0 E O L C SUBDIV. & LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 7 /10 /18 SCALE: 1 /4"=1' - O" SHEET 6 OF ELECTRICAL LEGEND SYMBOL DEFINITION NOTES u IIfDV DUPLEX ® RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED V GROUND FAULT INTERUPTER (TAMPER RESI6TANT GFI RECEPTABLE TYPE) ® 220V RECEPTACLE 4 WIRE CO"CTIO4 Ij�U%� 110V DUPLEX EQUIPPED W/ GROUND FAULT /Ij 8CsF[ RECEPTACLE MTERIJFTER(WEATHERPROOF) $ SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE- HANGING LIGHT FIXTURE - CEILING MOUNT LED y(.)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE- (R) VAPOR PROOF �( LIGHT FIXTURE- D( PENDANT EXHAUST FAN MOTOR O-d- LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET - LOW VOLTAGE PANEL ® PANEL METER SD SMOKE GATT. BACK-UP W/ HARDWIRE DETECTOR NTERXNNECTED CARBON MONOXIDE GATT. BACK-UP W1 HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED N ACCORDANCE W/ BOX MAf'la CED A8 SUCH FOR MBPECTICN FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRA618FORMER BANG 50kVA VOLTAGE: 'I620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT 89CONDARY SIDES (120/240 VOLTS) MAXIMUM FAULT CURRENT: IWW amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS (3) 1 THHN/THWN COPPER CONDUCTORS, (U 6 THHN/TWWN COPPER GROUND IN 2" CONDUIT. NE MA 5R COMBO DISCONNECT M AND METER CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 AMP ELEGTRIGAL RISER MOTE: ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 200 AMP 120/240 VOLT 42 CIRCUITS MLO SRSYBTEM BONDMG TERMINAL LOW VOLTAGE CONNECTIONS PROVIDE " THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE. IF PVC IS USED THEM IS NO BOND/GROIWD TO COLD WATER PIPE COACH LIGHT TV MECTRIC L 71-i'LAN SCALE: 1/4 = 1'-0' ELEVATION 'A' P.H. JACK DED.20 AMP OUTLET FOR M. WAVE A R C H I T E C T S Design Groul nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O will h 0. U w A Q I I Ell q W co N co W . E 8 C6 'O E O L SUEDIV. 7LOT: OAKLAND LAKE (LOT 3) M[OL)EL: 1452 XXX00-00 PROJECT##: 02784.000/00003 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAT&'K/1O/18 SC -'LE: 1/4"=1'O" STIEET 7 OF A R C H I T E C T S Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit Al Owners Nam Applicant: Product Opening Design Pre suns PrododRohr Preanwo Maadac4aar MoM Mamber ProMKtAppeorel "Maker mass TMP— Men" of Aaecrinerrt VVIndom +32.37/-42.62 +50/-60 DP Ply Gem Bonn 4712Flow FL 14039.1 Multhms NIA +1-75 DP Ply Gem suin470 Pww FL ISM2 WA �p�+aei""'+'•"'`•<� +r am`•+ Fbmd Ohm +29.65/38.87 +/-55 DP I Ply Gem Series 470, Swge FL 14434.1 w.++ro. , ..w..a.rw.�►�.... .r...,r w~.... ,..aa.�a Block okar NIA WA WA WA N/A WA WA S r sic WA WA WA WA WA WA WA gilding Diu Door +28.74/-42.62 +1-50 DP Ply Gem Serial 4780 FL 14634.2 a-4-ow sra...+w.......s+r....w,.......�,,.mw..n.are.,.e.. Swing Door +30.64/-30.64 +67.01-67.0 ThermaTru F1.5891.5 WA S— . er =+r *`- —•'e-" �' °""°""" French Doom N/A WA WA WA WA WA WA Osman Doom +M91/-31.39 +36/-42 Oopsy Ma Mods rAv8 FL1650.4 WA �+e •"""'"•�" "�"""+r r"�°°" """ Hurricane Pnkcdon N/A +4ObQ raum um &** 24ge Slow Pansk FL 119642 WA 1wTpea+Anhum, So Ispom or Ur 3W.An sakift Roos Nendialion WA Rocanquamw N/A N/A Tamko N/A FL18355.1 N/A Revised 07/22/2014 I bave reviewed the above components or cladding and I have approved their an in wind loads and forces specked by carmat code provisions. Name: JAMES JOSEPH CANTWELL 51$sature Dwignprof. ARCHITECT cerLNo. AR001 Tbese products provide adequate rose to the seal Darr: 06/26/18 JUN 26 M Design Group`inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r IIIIINII ��samoomommg SUBDIV. 8c LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA IE: 7/10/18 S ALE:1/4"=1'-0" SHEET OF (0 6 REBAR VERTICALLY CO 9 REBAR VERTICALLY W/ CONIC. W/ CONC. PCURD CELL (25' MIN LAP) POURED CELL (25' MIN LAP) R-4.1 MSUL. MIN. TEMURED CETMENTIOUS COATH3, ? S' CMU w z w PER (ASTM C92b) (TYP.) Q zQ _ a, Cm Q� rj In* GYP. WL. BD. ID0 CURB HEIGHT VARIES O - WOOD BABE '- w z az 3 IR' CONC RERF. W/ 6'x6' �F4'I UAXWIA UALF OR FIBERMESH ON `� 2' CONC, REW. W/ 6'xb'6-MIL POLY ETHYLENE VAPOR =xIIIIA WLF OR FIBERMESH BARRIER ON WELL -COMPACTED 6-MIL POLY ETHYLENE V4'TERMITE CLEAN TERMITE TREATED FILL POR BARRIER ON zL WLL-COMPACTED CLEAN TREATED FILL ECESS m U BAR ON CHAIRS REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL AT GARAGE SCALE: /2 .1 -0 `t /1'•I -0' WALL BEYOND - - WALL BEYOND 3/4' RECESS FOR PAYERS GARAGE DOOR 31121 OONO, PE►h WV Z UAIWA UP OR FEER'E3H ON E "L POLY ETHYLQff VAPOR > w � 15AFR2ER 0 MI -COMPACTED S fig CLEAT TEWITE TREATED FILL31/2' Q r • • ? _ _ WIAxWIA OFF ORrtF BERMESH ON --,. — AP. W/ 6'x6' FIRE RMESH ON - - d 6-MIL POLY ETHYLENE VAPOR PAVER BARRIER ON WELL -COMPACTED HYLENE APOR 77 'B REBAR ON B //I, CLEAN TERMITE TREATED FILL FOOTING, e I -0 LL-COMPACTED TREATED FILL 4' 4' CHAIRS BEYOND Z W EXTtNV FOOTING (0 5 REBAR ON CHAIRS L O AVERS '^ GARAGE STEP— UP UNDER PAVERS U CHAIRS NON -BEARING GARAGE DOOR FOOTING �.1,-� PAVER RECESS .®..ENTRY DOOR SEE MANIP PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR SGD. TRACK E VARIES FINISH FLOOR - (U 5 REBAR SET INSIMPSON HIGH " &' " z STRENGTH EPDXY 6' EMBED. MIN. (2) 9 REBAR • I -STORY (3) 9 MBAR • 2-STORY � d d. � > OUTSIDE MBAR TO BE CONTINUOUS 3 I/1' CONC, REINF. W/ b'xb' - WIAxWIA IAW OR FIBERIMESH ON ` d d< 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TEIOMITE TREATED FILL 2'-I' MIN. LAP SLAB AT S.G.D. 11 BCAu:1'.r-0, TYP. RETROFIT FOR in1 OMITTED DOWELS R REBAR LAP AT FOOTING tl SC E: "•I'-0° \ lJ J ALE:) -V TIE VERTICAL REBAR TO HMIZATIONAL MBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. d Z da C <a 1 a CLEANOUT REQUIRED FOR INSPECTION z F, n I 0'-0' FM. FLR r (0 9 VERT. DOWEL LAPPED W/ BOND BEAM If 2° a e TIE VERTICAL REBAR °d °, (0 9 YEBAR AT CORONERS - RE HORIW/ 10' O 'a..° REBAR W/ I0' HOOK W/ 25' LAP MIN - L�pp TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS %1 REINFORCING SC E: In'.11-01 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 111111111 LioamommmvoJ SUBDIV. 81: LOT: OAKLAND LAKE (LOT 3) MODEL 1452 )M00-00 PROJECT#: 02784.000/00003 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 7/10/18 S,b ALE: 1 /4"=1' - O" �I LT NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. DO NOT EXCEED' ❑ DO NOT EXCEED' 8' CMU BLOCK S' CMU BLOCK ' DRYWALL If DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN. (SEE WINDOWiDOOR JAMB BLOCKNG (SEE WINDOW/DOOR JAMB BLOCKING: Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and 9 IS' O.C. MAX P.T. Ix4 or i'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �&' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") V FROM EACH ENE) and e IS' O.C. MAX or DOOR JAMB TO BLOCK (+%4" or +4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH ENp and 18' O.C. MAX A SCALE: r=r-0' 4E SCALE: r=r-0' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I if NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) TAPCON ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK END and 9 18' O.C. MAX J' DRYWALL 8' CMU BLOCK *I(x DRYWALL or P.T. 2x (1) DRIVE PIN, 8'FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKNGs Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4'MIN.4 or Ix2 P.T. NAILER 9 IS' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURALOOR CASINGSHINGLES OR TILE (PER BLDR)(ATTACHED TO BLOCKING MEMBER w/ (2)I2d NAILS 8' FROMOOR JAMB / WINDOWMIN. EMBEDMENT 1' PER MFR'S SPECIFICATIONS EACH ENp and � IS' O.G. MAXATTACHED TO BLOCKING OVER W FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T.2x6: INSTALLED PER SECTION R905 OF THE FBCR, 1 NOTE: SECURE TO BLOCK w/ (2) �' TAPCONS &TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I i') 8' FROM EACH DOOR JAMB TO BLOCK (+1 4") THROUGH NON-STRUCTURAL MEMBER (ix or ,6' OSB) END and -9 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B W/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' SCALE:1'44' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS e IS' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 1MIN. HEAD 0�q` SHIM AS NEEDED 4F SCALE: I'=I'-0' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR I' HIGH ❑ DO NOT EXCEED ` SECURE TO w/ l2) TAPCONS 2x6 SUB -BAND— STRENGTH CEILING BOARD 8' CMU BLOCK' VENTED ONC. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 149 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x 1x4 or Ix2 P.T. NAILER SHIM A$ NEEDED END and 9 16' O.C. MAX ER PLAN _ (SEE WINDOW/DOOR JAMB BLOCKNG P1 i�CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB l4' WIDE MIN.) TO PLUMB JAMB. � or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED (2) DRIVE PINS, V FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING -8 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN, SHANK SIZE .145 PER MFR'S SPECIFICATIONS I° DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I ' STRUCTURAL 2x MUST BE ON OUTSIDE $SECURED (SEE WINDOWiDOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSBJ DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN lR-VALUE PER ENERGY CALCS) w/ b' TAPCON MIN. I 'EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL PLACE SILL (PER BLDR MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (U J' TAPCON 'GYPSUM WALL BOARD EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH :7 ' TEXTURED CEMENTITIOUS U 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and 1p 18' O.C. MAX COATING MIN. (PER ASTM GONG. POURED CELL 15 NOTE: or DRIVE PIN, 8' FROM EACH END and CS26) OVER CM _ (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS g IV O.C. 4C scALe: r=I _m, THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 W/' TAPCON MIN. I if EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 I OD BASE MIN. EMBEDMENT 141 = I SHIM: NEEDED WINDOW TO BLOCK (+3 716") TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: ° ONCRETE SLAB DO NOT EXCEED ' 4G SCALE: 1'4-0' SECURE TO BLOCK w/ (2) ' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8` CMU BLOCK END and a 18' O.C. MAX XTERIOR WALL FOOTINGDRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENp and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMP60N HT520 w/ (10)10d NAILS TO TRUSS 4 , (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) �' 18 O.C. MAX 2 SINGLE STORY SCALE: 3/4'4-0, FASTENER SCHEDULE FOR ATTACHMENT (4) J'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 if BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ NOTE: (10) I0d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS — P.T. (2) 26: RE -- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or �6' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4' TAPCONS w/ b' TAPCON MINI 'EMBEDMENT INTO BLOCK (MIN. EMBEDMENT I ') 8' FROM EACH and O.C. MAX TAPCONS MIN. or oPEN�NG 2r x 3m' MIN. ---WOOD CASING AT SIDE WINDOW TO BLOCK (+2 Y4" 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 %") 2' APART IS' ( 4MIN. SHANK SIZE .145 3 SCALE: NtS. WOOD CASING 4 GYP. 4D ) 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 BOARD (TYP) SCALE: IY'-O' scaLE: NTS. MIN. EMBEDMENT I if 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 �.v�000�mvv� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 7/10/18 SO, AT A R C H I T E C T S Desi n 1 ouI rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I ` I , E 8 vI E 0 C SUBDIV. 73) OAKLAND(LOT MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA 7/10/18 OCALE: 1/4"=1'-O" 1 VTCR of (1) 6 EA P' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS kD 0 ECURE 2x(o MIN. TO BLOCK w/ (2)' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 6IMP50N or U5P NIGH STRENGTH EPDXY IMIN. V EMBEDMENT) o ECURE 2x6 MIN. TO BLOCK w/ (3)Yz' x VANCHOR BOLTS w/ 2' WASHER SET IN 51MP50N or U5P 6-- HIGH STRENGTH EPDXY (MIN. ' EMBEDMENT o I] GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4 4-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C92(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. /-PRE-ENGINEERED TRU55 9' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS m 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) INTERIOR NON —BEARING WALL WOOD STUDS SCALE: 3/4'4-0' -PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) GYPSUM WALL BOARD METAL STUDS (25 GAUGE) is 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 9 12' O.C. OF3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB wl 10d x 1' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON —BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' {U REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD 5ECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or U5P HIGH STRENGTH EPDXY (MIN. (6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 �III"IIIII �o�mommm� SUBMV. se LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 7/10/18 SCALE:1/4"=1'-0"' PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT-5 TO 5E WIRE TIED TO LATH 'a 9" O.C. MAX (VERT.). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF STUD EX16T5 BEYOND EXCEPT 5TAPLE5 W/ %a" LEG MAY 5E U5ED TO TEMP. 5ECURE CONTROL JOINT DURING INSTALLATION TEMPORARY 5TAPLE5 TO 5E REMOVED AFTER INSTALLATION FA5TENER5 TO 5E SPACED 7" O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL 5E 5TOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: I. FA5TENER5 FOR LATH TO 5E NAIL5 OR 5TAPLE5 IN COMPLIANCE W/ A5TM 01063 2. WIRE TIE5 TO 5E (N0. 18) 0.0415" WIRE 3. BLOCKING 5HOWN MAY 5E IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECE5 OF FORM FLA5H I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE 5PRAY ADHE61VE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION —� 5TARTING WITH THE 50TTOM HALF OF THE PIPE, REMOVE THE RELEA5E LINER AND FOLD THE FORM FLA5H 1 IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE 50TTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER F5C R103.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLA5TER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP I INSTALL FASTENERS (CLIP5, 5TRAP5, 5TAPLE5) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 BCALE: xrs. To TO 8' ( I° 6'TO 8' $" THICK, 3 COAT CEMENT PLASTER WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED 67" (VERT.) O.C. MAX AT 5UPPORT5 WR5 LAYER �, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT (-,--)TYPE xr5. NOTE: APPLY 5EALANT AT "M" CONTROL JOINT END TO END CONDITION5 U5E FINGER5 TO MOLD THE REMAINING HALF OF THE FORM FLA5H I TO THE 5HEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKET5 OR BUBBLES. STEP 2 SECTION TAKE 5ECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER *2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMA5LE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCCO/ C.V. FIN15H (5EE TYP WALL SECTION) NOTE: 511DE LAPS OF METAL PLASTER BASES SHALL 5E SECURED TO FRAMING MEMBERS. THEY 5NALL 5E TIED 5ETWEEN 5UPPORT5 WITH 0.0415-IN, (1.21-MM) WIRE AT INTERVAL5 NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 lal NOTE: FOR REPAIR OF TEAR5 IN WR5 LAYER5, TEAR5 MAY 5E PATCHED PEEL 8 STICK WOOD 5TU 5HEATHI WR5 #I TAPED T, 5HEATHING w/ WI 02 OVER TOP. WF 12 TO 5E LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN, HORIZONTAL LATH & PAPER DETAIL SIDING W�✓.J �,� I LI\ , FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: xrs. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP SCREED STARTER 5TRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. 5PEC5) 5"XI" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP 5HINGLE - DO NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING 5TRIP "L" FLASHING 4 SCALE: xrs. NOTE: APPROVED 5UILDING WRAP 5NALL 5E LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 8 6" 6 HORIZONTAL LAP5. LATH VERTICAL LAP TO 5E I" METAL LATH TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $° THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 12, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER *2 z (FORTIF15ER BUILDING PAPER OR 701 1 APPROVED EQUAL) 5HEATHING METAL LATH X X X X 5T UCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 6PECIFICATION5) WR5: WATER RE515TIVE BARRIER A R C H IT E C T S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII L v��o0ovom� E 8 N s C L SVBDIV. & LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 moo-oo PROJECT#: 02784, 000/00003 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA DATE: 7 /1 O /18 SGALR: 1/4"=1'-0" sI3EET WAI TEXTURED CEMENTITIOU5 COATING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED x EQUAL) WR5 LAYER 12, FORTIF15ER BUILDING WOOD SHEATHING - $' THICK, 3 COAT PAPER (OR APPROVED EQUAL) X VENT CAP 15 TO 5E SET IN CONTINUOUS 5ED OF CEMENT PLASTER WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PEKE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WR5 APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y" ABOVE SHINGLES Xa NON -MOVABLE FRAME AND STUCCO ON ALL 1 SEALANT a ALL SIDES DIvERTER I" MIN. SELF -ADHERING FLASHING "` 51DES,y4" SEALANT e JOINTS ALL AROUND -`" THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT (BLOCK) SCALE: RT.S. DRYFLEKT KICKOUT DIVERTER WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) q 5UILDING PAPER r DRYER VENT FRAME) OVER "QUICK FLA54' - FELT UNDERLAYMENT 6A SCALE: N.T3. = PER FBC R703.1.1 PIPE THROUGH WALL = SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP 5UILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" A5TM C 926-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION 9CALE:Nss. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WR5 LAYER 12, FORTIRBER LEGEND WOOD WRB LAYER #1, 5UILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUCGOWRAP (OR APPROVED EQUAL) (WR5 LAYER *I, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD -APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT 50TTOM OF ROOF 4 WALL 5 SALE°wT�. SHEATHING WR5 LAYER2, WOOp FORTIF15ER CONSTRUCTION/8' TEXTURED FINISH WOOD WR5 LAYER 12 INTERSECTIONS BUILDING PAPER (OR 8" IOU FA5TEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER MEMBER I" O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) =� 5 AREA TO RECEIVE I COAT OF 5HER-CRETE /s TO /s MID -WALL METAL LATH X X X X FLEX15LE CONCRETE WATERPROOFER or 1 = _ $" THICK, 3 COAT CEMENT ® WEEP 5GREED WOOD FRAMED PLASTER 6" WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER WALL .; %$" TO I/8" Mlp-WALL .s ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP SCREED MASONRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WAI) 6" 5ELF-ADHERING FLASHING TEXTURED FIN15H e MASONRY - HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE- HORIZONTAL FRAME TO FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER F5C R703.�.1 / ASTM y ELEC. METER FIELD VERIFY / t1 gCALE: N.TS. G-84 I-0g, MIN. 2.5 LBS, PER 5Q. YARD (UTILITY OR LOCATION /(' NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO ENp JOINTS ELEC. METER FIELD VERIFY LOCATION OUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 SIDES ONLY _ FLASH 1 PIECES TO COVER BOX 4° NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO 5E FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLA514 1 FLASH I INTO THE OPENING POLYMERIC 150CYANATE-POLY15LEND SINGLE FASHION TO COMPLETELY La IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ('GREAT STUFF" OR SIMILAR) COVER THE 5OX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN I" TO CORNER, STEP 1 STEP 2 STEP 3 WR5 LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOMERIC COATING DES OF EL EC. LEC. METER 5OX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION -- -- SELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ G.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER 5ELF-ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT " `o o' METAL LATH 0 II •o. o.o PENETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND 0• • o 8 SCALE: N.T.S. APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ��CCAL RECEPTACLE OR METER CAN COM50 OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 ANEcoNsv STEP 6 A R C H I T E C T S Design ro u p —inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II �omoa�v�oo� E 8 'N O C L svBDIV. 73) OAKLAND(LOT MODEL: 1452 XXX00— 00 PROJECT#: 02784.000/00003 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA / TE: 7 /10 /18 ' SCALE: 1/4"=1'-0" SHEET WOOD SHEATHING WOOD CON5TRUCTION Y4" HAT CHANNEL W/ TYPE X" DRYWALL WOOD SHEATHING WRB LAYER #1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-911C-180 CU5TOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLASHING WRAPPED -a CORNER OF CANTILEVER AMICO AM66-WFWC-180 CU5TOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. ¢rue. UTA FIN1514 LAYER (2 LAYER PEEL 4 5TICK) 6" PEEL 8 STICK o DRIP EDGE TO DECK 1 Y"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6 PEEL 4 5TICK ,a DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 5TICK 1 Y"XI %" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 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) CA51NG BEAD ***COMPONENTS PULLED ­,, 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING X X X X 4 i; z VINYL (OR APPROVED - EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED d PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 r—DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER NOTE: CORNER BEAD FASTENED TO METAL LATH: LATH TO BE 3 SHEATHING 'a I" O.C. MAX. PER FBC R103.1.1 / ASTM i � �. WRB LAYER #I, 5TUCCOWRAP C-841-09, MIN. 2.5 LBS. PER I; 5Q. YARD (UTILITY OR (OR APPROVED EQUAL) NOMINAL LATH DOES NOT WOOD SHEATHING MEET 5PECIFICATION5)METAL LATH WOOD CON5TRUCTION WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) 1 lA�DRIP EDGE INSTALLATION �a.E: N,T�. Y4" GAP FOR BACKED ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y"X1 Y" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 4 5TICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;)BALCONY DRIP EDGE INSTALLATION 1 D SCALE: N.TS. uL�L—WR15 LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME 1(rLi SCALE: N.T.S. CORNER BEAD (FA5TENER 8 5PACING o 1" O.C.) CMU %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1 �D SCALE: KTS. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE516TIVE BARRIER #2 6" SELF ADHERING S FLA5HING VPEEL 4 STICK 1 Ylya' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2" MIN. SPACE FROM L�DRIP FACE TO TREX ***COMPONENTS 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: 5ET RAILING LAG BOLT ATTACHNMENTS IN 5EALANT, WHERE APPLICABLE WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 -EXTERIOR COLUMN -COLUMN SHEATHING �6" SELF ADHERING 4 FLASHING :1 Y,2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y" MIN, SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN -VINYL (OR APPROVED EQUAL) CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER -METAL LATH -WOOD 5HEATHING - WEATHER RE515TIVE BARRIER #1 -WEATHER RE515TIVE BARRIER #2 - 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP @ COLUMN W E INSTALLATION L" FLASHING A R C H IT E C T S Design p 1 oU Ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r IoIIv Lill o� E 8 V� N E L C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 xxxoo-00 PROJECT#: 02784.000/00003 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 7/10/18 ;'SCALE: 1 /4"=1' — O" SHE�ET� �� V V L �\ �1 3 WOOD SHEATHING WOOD 5HEATHING WRB LAYER 01, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) s TNICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER WRB LAYER #1, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING Y<°GAF TYP PLASTER BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER IX TRIM MEMBER STUCCO GASINGBEAD METAL LATH TO TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP TO 5IDING TRANSITION WRB LAYER #2,ORT11=1BER METAL LATH ` WRB LAYER #2, FORTIF15ER METAL LATH ; (OR APPROVED EQUAL) SIDING BUILDING PAPER 8" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVEDEQUAL) ) E L CEMENT PLASTER APPROVED EQUAL) PLA5TER BUILDING PAPER WOOD SHEATHING 6"5ELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) - FLASNING ANGLED CASING BEAD METAL LATH COAT THICK 3 T 8 � i (EXPLODED DRIP CAP VIEW FOR CEMENT PLASTER 6 SELF -ADHERING FLASHING (EXPLODED $ THICK, 3 COAT CLARITY) DRIP CAP CI AR��R \ CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP LWRB LAYER #I, STUCCOWRAP WRB LAYER # I, 5TUCCOWRAP (OR APPROVED EQUAL) # (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA5ING BEAD WRB LAYER 1, STUCCOWRAP WRB LAYER 12, FORTIF15ER BUILDING (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK 8" THICK, 3 COAT x METAL LATH SIDING TO STUCCO CEMENT PLASTER 8" THICK, 3 COAT 14 µCASING BEAD �� 6" 5ELF-ADHERING CEMENT PLASTER .._ FLASHING / 6"5ELF-ADHERING DRIP CAP—/ FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH FRAME, NO BANDS FRAME, W BAND WRB LAYER #I 5TUCCOWRAP WOOD SHEATHING 1 Jtl SCALE: NTS. 1 JD SCALE: NTS. (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIFIBER BUILDING WRB LAYER #1, 5TUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) x (OR APPROVED EQUAL) DRAINAGE PLANE J WRB LAYER #2, FORTIF15ER WOOD SHEATHING= (WRB LAYER #1, 5TUCCOWRAP $" THICK, 3 COAT k BUILDING PAPER WEATHER RESISTIVE BARRIER #I — OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) WEATHER RE515TIVE BARRIER #2 — 6 5ELF-ADHERING FLASHING �11 WRB LAYER 12 VINYL (OR APPROVED EQUAL) METAL LATH X 1 Y" LAP SIDING W/6" REVEAL WEATHER RE515TIVE BARRIER 11 (FORTIF15ER BUILDING PAPER ANGLED CA51NG BEAD 71 6" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER 02 OR APPROVED EQUAL) (EXPLODED s THICK, 3 COAT CEMENT 5TARTER STRIP PER 5TARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) r viEw FOR PLASTER MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION STUCCOCA51NG BEAD CLARITY) IN5TRUCTION5 INSTRUCTIONS WOOD SHEATHING DO NOT CAULK OR SEAL OPENING— 6 5ELF-ADHERING FLASHING G- SELF-ADHESIVE FLASHING CASING BEAD C RAISED GALMETAL "Z" FLASHING GALV'D METAL "Z" FLASHINGBAND (FRAME) @—SCALE. N.TS. DO NOT CAULK OR SEAL OPENING NOTE: 5TUCC0 CASING BEAD E' METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-m9, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR GALV'D METAL 7' FLASHING NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SIDING TO STUCCO 6 C L�BLOCK TO FRAME TRANSITION STUCCO CASING BEAD 8" THICK, 3 COAT /—g"CEMENT PLASTERTNICK, 3 GOAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER AF 6" 5ELF-ADHERING FLASHING SEALANT PTO WINDOW o METAL LATH METAL LATH WOOD SHEATHING To WINDOW 5EALANT WEATHER RESISTIVE BARRIER #I # WRB LAYER #2, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER 1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER 12 (0" MIN. ABOVE TOP OF "Z" FLA5HING WOOD SHEATHING WRB LAYER #2, FORTIF15ER X 1)," LAP SIDING W/(o REVEAL a WEATHER RE515TIVE BARRIER 01 WINDOW FRAM BUILDING PAPER WEATHER RE515TIVE BARRIER #2 6" 5ELF-ADHERING FLASHING (OR APPROVED EQUAL) GALV'D METAL "Z" FLASHING /— STARTER SCRIP PER MANUFACTURER'S DO NOT CAULK OR SEAL OPENING WRB LAYER #I, 5TUCCOWRAP E-Z BEAD VINYL (OR INSTALLATION INSTRUCTIONS LL \ (OR APPROVED EQUAL) APPROVED EQUAL) CASING x WEATHER RE515TIVE BARRIER #1 TO LAP `' (o" WIDE PEEL 4 STICK (W/%8" FLEXIBLE PVC BACKER DO NOT SEAL OPENING - 6" MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE / OVER FLANGE / ROD INCLUDED) I 2X FRAMING MEMBER E-Z BEAD VINYL 2X FRAMING k WRB LAYER #1, 5TUCCOWRAP GALV D METAL Z FLASHING (OR APPROVED EQUAL) CASING / (OR APPROVED EQUAL), E-Z BEAD VINYL /A 6" 5ELF-ADHERING FLASHING BUILDING WRAP (W/%$" FLEXIBLE PVC BACKER ROD MEMBER / \ WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING # INCLUDED) MEMBER / (W/%8" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 1 6 5ELF ADHERING FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) APPLY FULL BED OF WOOD SHEATHING 6" SELF -ADHERING FLASHING CA51NG (W/" FLEXIBLE PVC BACKER SEALANT BETWEEN %s" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 8 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 CLARITY WEATHER RE515TIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING ka @C� FRAME TO FRAME TRANSITION 17 SCALE:N.TS. S_ CALE: NT3. A R C H I T E C T S Design M 1 ou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 oil 11111 ��e0000mamo� of 8 O C SUBDIV. & LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 M00-00 PROJECT#: 02784.000/00003 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 7/10/18 SdALE: 1/4"=1'-0° 1 SHEET � VV A-A-F CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 1 u scaLE: NTs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT 6 WINDOW/CMU JOINT. TEMPORARILY tnl n I la : SECURE HOU; P UNDE FOLD IN AT J,' SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 0irir u NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 8 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 6" SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-5" VERT, END DAMS REQ'D. AT EACH END OF SILL U 1L'1 1 MIN. TEXTURED EMENTITIOUS COATING VER BLOCK aSEWRAP DOWN 8 DIAGONAL CUT 8 DEAD OF WINDOW " MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTII APPLY FLASHING c INSTALL 6" WIDE BACKED FLEXBBLI MATERIAL OVER DRIP (PROTECTO-WRA OR APPROV g" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME FLUID APPLIED rLASHlNG RC-865 (LANCO WHITE -SEAL ' 2, INSTALL ALL MATERIALS PER v V V STUCCO OVER FRAME OR EQUAL). MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS s") REQUIREMENTS. SIDING LOOK -': ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL TO EXTERIOR WALL FLU FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT INIMUM STUCCO THICKNESS STEP 5 N x m $" MIN. TEXTURED CEMENTITIOUS COATING OVERFRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H I T E C T S Design M 1 oup`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �nunnn ��somomomo� SUBDIV. eo LOT: OAKLAND LAKE (LOT 3) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00003 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA /10/18 SCALE: 1 /4" =1' — O" SHE�ET� �� V V A5