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Home My WebLink AboutBUILDING PLANFILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION COVER SHEET TGN GENERAL NOTES 1 FOUNDATION PLAN 5 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR XXX O O- O O 5 ELEVAT ONSN 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS om� h O m e S ■ cO m TABLE R301.2(1) �� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �/ GROUND WIND DESIGN SEISMIC I SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed° TFLOOD opographic DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL LOAD (mph) effects" CATEGORY` Weathering depth' Termite` TEMP` REQUIRED ° 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 01-01-10 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR); REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES S Q , FT. CALL . S DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 15T FLR LIVING 1,452 5Q. FT. • BASIC WIND SPEED — VULT = 160 MPH GARAGE 3S3 SQ. FT. — VASD = 124 MPH RISK CATEGORY II TOTAL LIVING 1,845 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE — ENTRY 19 SQ. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES PATIO IS SQ. FT. • STATE OF FLORIDA TOTAL 1052 SQ. FT. CERTIFIED BUILDING CONTRACTOR: GU51G VOLUME LIVING 12032 5Q. FT. RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: (ELEVATION B) 40'-0" 47'-4 JAMES CANTWELL LANAI 40'-0" 55'-4') AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN ND RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 mnn �n ��eaoo.0000� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XKXo0-0O PROJECT#: 02784.000/00014 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D.�,TE: 7 Y16 /18 ' q(CiLE:1/4"=1'-0" HEET OF 0J o�ov) Wwz K �w�FZa}� u~i8�ao3ofin GENERAL NOTES 3, 4. 5, 6 7. B. 9. 10. 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 fPSF) Al. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICSW/OUT STORAGE 10 A.A. POOLROOMS 75 A.5, BALCONIES 40 A.6. DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ' CA, "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, OTH EDITION (2017). D. ROOF DEAD LOAD (PSF) 0.1. FIBERGLASS SHINGLES V D2, CONCRETE TILES 25 E. WIND LOAD CRITERIA EA, 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 x0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.I. 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 COOTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE. SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 R301.2.1.2OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES. SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS +? 9 :6 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 DIRIE TLY INTOAROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R3075.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLSOR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. 01YE uunov 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMSOF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXM UM DRY DENSITY, DETERMINED N 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'/s 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- O" 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 BP' ENGINEERED SHOP DRAWINGS. 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 R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 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. .. 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 3181NCH 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 FBOR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 6. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN, REINFORCING STEEL ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; TH€ 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 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL ,COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 8" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.l. #11 AND SMALLER yll D. :BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS - i%," 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 MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE,15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: j B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1- ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100 PSI Fv=175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 1 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. 1. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/1V OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16- ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENT;OUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE .STRUCTURAL GRADE '/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. 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 ANSI7TPI 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 U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V 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''/P PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM''/4' PVC (SCHEDULE 40), INSULATED WITH %,"":AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) - FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND. SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Ad �III"'llll L�ppm000000J E 8 E 0 `m r SvsDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1.452 XXX00-00 PROJECT#: 02784.000/00014 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D E: 7/16/18 1p)CALE: 1 /4"=1' - 0" A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro u p.co m AA #: 0003325 r 0�0o0o�voJ E 8 W E 0 L SvsDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00-00 PROJECT*: 02784.000/00014 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 16/18 0,ibAT : 1/4"=1'-O" 1 HEFT OF 37'-2" 24'-8" 15' —10" l0'—C 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ N m r ■ _ m m N i m 0 ■ � 4'-4" ■ 0 ■ NMI Ins N @ @ ■ ■ ■ ■ d)IN ■ m m 3'-4" l0" 61 V r-4" 10'-0" � E L PLAN �1T SCALE: 1/4 = I'-0' ELEVATION 'A" A R C H I T E C T S Design Groul IInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 memo . eamomemo� SUBDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00014 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA c -JA lffS ANWELL AO19 D E 7/16/18 SALE: 1/4"=1' — 0" SHEET 2 OF WALL LEGEND S'-S' 5LK 5RG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL B I6' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/83 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING: AT MASONRY WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.G. MAXIMUM, UN.O LOTTS P.D DDX 77125s CASTm�RET�' LINTEL SCHEDULE PATIO WINTER GARDEN, FL 34777 O 5068SGD O O O PH. (407) 656 2112 LINTEL LENGTH TYPE COMMENTS LINTEL LENGTH TYPE COMMENTS 25-SH 25-SH 25-SW ■; NO. NO. EGRE55 L-1 I'I'-4' SRS-S-(la,l/!UL F9�STRESSED L-i I�'-4' SF28-IB/IT FRE5TRE5SEp I � `� L-10 L-2 4'-8' 8/22-64OU/(OL RECESSED L-2 4'-6' 8W2-05AT RECESSED GREAT ROOM L W I L-3 5'-10' 8/I6-S-(I U/lO1L L-3 5'-10, SF16-05AT DINING L-4 4'-6' 8/24-641A (0L L-4 4'-6' 8F24-05AT 8'-a'CLG. al L-5 4'-6' 8/24-54U1/(OL L-5 4'-6' SF24-05AT , 8/24-6-(I)JU(I)L L-6 7'-6' 8F24-15Ar OWNERS SUITE L-1 4'-6' 8/24-5-MUKOJL L- 1 4'-6' M4-08/IT L-8 4'-6' 8/24-8-(I)U 0A. L-6 4'-6' SF24-05/IT 8/24-5-MUKOJL L-S 4'-6' M4-05/IT �x �I L-10 4'-68/24-64OUK01 L-10 4'-6' 8F24-05/IT —`yl 010 THI CHEN O �II I J W.I.C. II CLC- j II j 0. BATH cL�. LF— BATH l o rLC BEDROOM 3 I: --- N w FOYER ---= a' -a' CLG. e ■ 2—CAR GARAGE ENTRY 8'-8' CLG. BEDROOM 2 ■ CLU. ■ . I 25-SH EGRE65 1 16'-0' X 1'-0' OHGI) ■ L-4 L-I i � LINTEL �L SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r , ni mnn ��somoommmog 0 U Cd .0 cc L sUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MO DEL: 1452 moo—oo PROJECT#: 02784.000/00014 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D T t 7/16/18 GALE: 1/4"=1' — O" ,SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS �'wn.�'weBr GRA V I T'T OVERALL LINTEL LENGTH EEB'OB - BYL ¢B BF6 9e 8 O_a8 ETl 0 BFB OP BF32 pB RYPE OF LINT sue �B 13 8FI & E 8 &' C-: B al BF24 a-] ': , Koo qa 952 B"a3 IB 9�I - ¢69 II 2'-B' TO 5'-b' (PRECAST) 2231 30 9 6'J--• 4 EI J 5 m 1b l a 9m B 4 s O39 la3J 5m9 B n 3'-,' TO A-0' (PRECAST) 1966 2 3 6 46m5 1E 6 931 , 4l 1. 89 a 6 O}�' xn a 6 •a 4'-I' TO 4'-6' (PRECAST) 159E 189 alb 14 2 611 a'. 6J 561 31 Im[A 3EEc IE41 49 4'-T TO 5'-4- (PRECA8T1 1211 6 D_6 a¢ID IO2, 34 9 5'-9' To 5'-10' (PRB%CAET) 1062 3E I 6L' a 6 ac IIGE ¢ 6BJE 1a1 I aDl(3 a Biel pal 9'-II`T06'-4' (FRL'OABV 9m8 13 I ` 349p 5D51 pi D O3'} 3 5 i'-1 T01'-b'IPREDAST) 145 all P66 9B2 569 va, 64 ' -T'T09-4'(PR-ECAIITl 554 5 IE4 63I4v 4105 63 L> 9'-5 TO 10'-6' (PrECA9T) 415 Y`.3 tl 3b V 6I,.J 5 E B£ � 1 5u'l a2'v 10'-T' TO II'-4' (FTEGABT) 36$ 4 5 E6 6 � 1C 9GYL6 11'-5' To12'-0'( ^CAST) 337 10 11 1'S E it BE^a 12'-1' TO &-4' (PRECAST) n& 2TO 41 - IS^ Es- E'Z rc ¢c- .B x 2E IBI 1 3_F JE6i l3'-5' TO I4'•0' (FRECABT) 14'' TO F6E99ED) -B'<PRE9TR -014-9- NR 4oa P l93 vN Is'c u 19Ei N .)•a Ti 14 -5- TO 13'-4' (PREBTRE%ET)) NR la - p I 2 lad rj R d42 NR _ -5 D \3 E -W TO Il'-4- (PRBTRE551t NR jLT S45 N- a N 1 .�.. ..0, 1 9 X4 1'-5. TO NI (PRESTRESSED) NR - 4D l a, 1a3 LZ .a, 6 19'i'T011'-4'(FRBIREBSED) NR ten �sb 114 A. ba 2I'-5'TO 2]'-O'(PREBTRE95ED3 NR tA, h < 2R I04 Nc I]6S IT I'e3 I,x 3R'-1' TO $4'-0' (PR6TRE%ED3 NR S0 431 E-."4 6E4 ICK4: ]22 0A, LILL, I -�- �6�w UPLIFT LATERAL OVERALL LINTEL LENGTH B-rr e5 n 5F16 IT B=3a T s a 1l -- eF a n 5r52 T BUB BFB ROmU (TYPE 6 LINTEL) E. 6-ti BF [ 3 I r 2T 3]2 2T E'x 1T tIIIIj r¢z B 2T eF33 2T 1025 1=4 2'4' TO 3'•6' (PRECAST) }6 _6}5 3514 J 94 -. . I 36. �..5 'i66E 33� 3 63 _ c.,p 613, '-- .' _ 5 601E T65 163 IIiPO '.. �. AST) ( C 3 l TO 4 0 PRE 363 2305.. 5CF^v n06 120 9l �¢ I 'l l Sa - � v :•°. ' II 631E i92 �1 I�#3 59T9" 4'-I' TO W-6- (FI: ECA6T) 1 RTaI I Imo Ills 26 E % 9 1 96 '( 411 411 10T06-4' (P.ffCABT) W-l' £ ]A B I =99 1561 1 mop 095 14a 66 _e 9 - 310, � •T c. - 6�a 0:a L2 5'-5'TO5-I0'(PRECAST) 3 3 340 399 l 00'1 EI (FRECABV 966 3L9 11l 6: T9'O i 6 3 A'0 6 3 i 3 424 694 E69 b' 1' TO That' (PRECAST) T1l 2 I6?4 i0]5 t b h 26 5 a_ I v 136 4 pP Sib S112) r%m 1'-1TO V`. (PREL'46T 69 bbe t 9 4 ! 6S r 1 9- 201E _ = 916 180 61 Fr21, 2B4 AIR MP ,,5 TO 10'-6' (FRECABiJ ap I Item 1e1+ p Il 1, m35 345 ti 360 452 Ip4 1¢-1'TO II'-4-(PRECAST) 3L 4 m Lll 10 4 13a 938 .I643 95 .^5 14 IBi S s s a44 402 151 11'-6- TO 12'-m• (PRECAST) ,6 m 6 m'1 lB5 m 96 la a 6 °5 2l1 324 lie 8 _ R' I' TO 13'-4' (PRECA3D 49 See 4 6 (m 1" 6 , 1 53 lo" 'm Ems d99 ®m 3 B' T014'-m' YPRECAET) <1m ''31 t Ia6Z 3 I50 a2 9 b P/Ol al NR 2b [PREBTRE%EG) 4-1' TO W-B'174 2ed E1 f 3 663 .em e.l p 4m sb a6a__. �0 __� l3< OD 66d UNR 1W -e-TO 15'-4•(PRESTRESSEDv¢o NR 259 38 M4 (,4193 15'-&A i0 IT-4-(PIRBTRen7o) Io -4? 6 EC' iG' _ - _ m It l: .r NR 14B 52 1'-5' TO W.A.<PRESTRE69EOJ Ibb at - �ba 429 6 2a I%A I b41 _ i 10a9 -- <- j 19 .5 TO 31'-4' (PROS REaSE 42 1 3- 3 o3 - 9 - 5 b I lane `3a Yft 116 40 999 21.5'i022'-O'(PR_9R "' 13- zn LiaL l .f 35 55 ' e , Eee 86}, _ NR 91 ±m 2v-r TO 24'-m• (PREaT�s9E1 2m2 s11bbs snb alb _ _ e I I m : ncc I IAIR (1 RA/FT) GfRAV T me CfiFIO LADS 06 5' 5RF 2 OEOGT 6 RF3m OVERALL LINTEL LENCiTN (TYPE 6 LINTEU BPol6 &36 IB BBIm I8 1 &Rf- BfiTl4 6 F518 L' B'i 2 E,3 41 1E 130 6 3'-a- i0 4'-4' (PRECAST) 1635 14e. 866 el £l 36.E ,F^ t4g J eb 9 ? I6 f 5sb 6- !YEp: 12- £l 6 5 Tv, jI 112- 3l = 1r5v3 9)I 4'-5-TO 4'-6'(FRECABT) 4 1. To 5'-a- (PRECAST) 5 9' TO 6'-10' (PRELA$T) 810 I 23, Ps 68 bC E .) O L" 4 Blp6 I I B II' TO b'-B' (PRECAST) Tel 3 53 1 = 11 IE 3 6 3 . b -9' TO V-b' (PRECAST) 66 4'I ^ =dE g 999 T q 9 6 5 3 1568 + 2 :23 "'5 co" It,IIZI l 1" TO E'-B' (FTEGAET) o I f_I INTFI 5 SAFF I CADS (CBS/F ) OVERALL LINTEL LENGTH B66-1i 061E-IT BRFI4-It OBIS -IT aB32-IT Brf20-IT &F30-li BR16 att R=P& (TYPE LINTEL) ads 1668 2362 max, 91BI 44N 614® TSB Pal 1164 9'-b' TO 4'-Y !PRECAST) %t 16m4 2212 293E 9601 411E 4943 W-5- TO 4'-&' (PRECAST) 694 as, 109E 815 V69 IIBI 2n& 2654 33B] 3911 Ids 401 604'-T' TO 9'-e' (PRECASV 669 tl&1 n46 2R89 4T33. 34W 319E 302 301 616 5'-9' to 5'-I®' (PRECAST) BID. 929, 159E I9Q9 444E 201E 392E sme lbt 464 5 -II' TO III-b. (PRECAST) 506 142 B64 1T65 446 2661 1906 50, 614 365 6'-9' TO 1'-6' (1PRC497) 310 395 46B 804 B34 154E 185E ]180 Asa 24 T-T TO 9-&' (PRECAST] I AST-44VETi LINTEL SCHEDULE MATERIALS I. PC S" precast lintel . 4000 psi 2. f'c prestressed Ilntel = 600E pal 3. Grout per ASTM C416 r'g - 3000 pei w/ maximum 3/8 Inch aggregate 4 8 to II Inch slump 4. Concrete Masonry Units (CMU) per ASTM CSO w/minimum net area compressive strength - 150E pal 5. Radar per A5TM A615 grade 60 6. Prestreashe strand per 45TM 4416 grade 270 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL NOTES 1. Provide full mortar bed and head joint$. 2. Shore oiled lintel$ as required. 3. Installation of lintel most comply with the architectural and/or structural documents. 4. U Lintels are manufactured with 5 1/2' long notdles at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-GRETE Load Deflection Graph brochure for lintel deflection information. 6. Bottom field'. added rebar to be located a the bottom of the IIntel cavity. 1. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry unite. e. Safe load rating based on rational design ana ly,a per ACI 316 and ACI 530 10. The exterior surface Of lintels Installed In exterior concrete masonry walla shall have a coating of stucco applied in accordance with ASTM G-2e& or other approved coating. 11, Lintel$ loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with thefollowing equation: A oli d vertical load AppilsO oQrlzonI ad S IID horizontal load ri Safe vertical load Safe ho I 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the IIntel. Sao detail at right: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED Cl FULL COURSE /2' CLR TYP (2) 45 REBAR GR40 or GR&0 SAFE LOAp T,45LE NOTES I L All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe nom'nal bearing. EAgWIor: Safe loads for unfilled load from next lower height shown. lintels must 1: 'ced by 20% if bearing length is e. For lintels lengths eat shown, use safe load from less than 6 112inehea 2. N.R. = Not Rated next Iongeat length shown 9. All safe loads in units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simplq OUPPOrted 4. Safe loads based or grade 40 or grade 60 field span. rebar. II. The number in the the parenthesis Indicates the 5. One al rebar may be substituted for two "5 rebara percent reduction for grade 40 field added In 5' lintels only rebar. Example 1'-6" lintel type BP32-IE safe 6. The designer may evaluate concentrated loads gravity load - 6412(s) w/ 15% reduction 6412 from the safe load tables by calculating the (.85) 5501 plf maximum reelatMg moment and shear at d-away from face of support. ESIGNATION TYPE D 05 REBAR ET E01 P N(1)RAQ'D I. 1-1/2'1 CLEAR 'll D Q F = FILLED WITH GROUT / U = UNFILLE r-QUANTITY OF 65 REBAR AT BOTTOM OF LINTEL CAVITY QUANTITY OF $5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH n ,o LL a __1 a Z GR _ Z - OF B( l-5/8'AGIUAL PF NOMINAL WIDTH B' AT BOTTOM CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SASE LATERAL fPF) LOAD6 LINTEL Tofel Lag1h type TIP- B'xa' RAIN B'xe' SOLID Ratelt 199E 9%4 Peek, 140 PswA 16a 231E 4-0• Recst 614 4-1 Rawx Proxe 63B E66 4'-4' Rect Pacael 5% 63 4'-B'. ReC9et PN;I 666 1355 5'-B' Rowel 9`11? Prawet 543 1105 vi. Flewet 'Roods( It 4 364. 4-e' Rawrt 6'-6' Re:eel 61 IM B-6' Rawat 6'•8' Rowel 515 1211 9'-8' Pr•caet PNII 446 9% RKeOt Vs at B'-0' R«94t 381 BW 1'-4- PI %4 145 WI Ra.11; 27 Do Prawet BE 453 R.9 BB 610 E10 Real 64 549 W-6• Rawet W3 504 Rawet 116 404 W..r Prawet 99 391 W-B' Petraead NA 341 5'-4' Reatreeeed NA 302 T,4' Reeueeea0 NA 213 Rauaeaci NA. 116 Mr.c. Patnaaaal NA. BE 21'-4' Patreeeaa NA BI Praeuanad 24'-0' Peatna.w NA 93 NR = Nat Revco adad LOTTFS 19 CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 d5 r NOMINAL WIDTH/HEIGHT OF LINTEL r PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BAIRS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: I. CODES I.1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201V, SECTIONS R4022 4 R606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6T4 EDITION (2011), SECTIONS 151 4 2107. BUILDING 1.3. CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-09). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.12, PRE -CAST W/PREBTRtESS REINFORCEMENT-6000 P51 2.13. GROUT PER ASTM C416 - 3000 P51 W/ MAX 3/8' AGGREGATE, 8' TO W SLUMP. 22, REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A6IS (GRAPE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED INFIELD) ASTM A615 (GRADE 40). 2.3. PRE-STRE56ED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 270 K51 ETAI REINFORCEMENT IN ACCORDANCE WITH ACI 315 'DOOR a'DOOR EADER HEADER PLAN &OLID 1111 2011 950 6T %I 521 i% % 659 1165 650 ITT 60 VA 4h let 116. 664 M5% TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR &PA LNTEL tYR LINTEL STEEL uFFILLEP 6RAVM CAPACn(ISL GRAVITY , CAPACITY MI GRAVITY CAPACItt fln-i1sU DRIFT CAPACITY (05-elnU UPLIFT CAPACIrY unL(anU BOTfOH BAR TOP BAR 1'-b' LAB7 (2)R (2)1 4245 IB09 180E Sala 1000E ]'4'(AR (2) 1 24M %31 3m] 4515 4815 2'-a'CAST (2)n (2) 1 1193 2111 7111 33% 3386 3'-2' PRECAST f2)R n)R B49 265 265 2608 260s3-1.PRCA5T (III (Dry 1232 207 201i 2421 24214-0'PRECAST (2)'B 0)R W06 1651 101 1610 I%1 4.6'RECAST W 9 (2) R B60 1423 1413 I4T0 6095-m'PRCAST ION C)R 14m RB3 E531105' J:3 9-2'PREOADT 12)4 (L1 10 1232 InA 1145 1348 5 4- PRECAST (I)•4 n)R an IIB4 1184 1081 1296 64. CAST n)N (11R 510 gal 991 625 1082 6-1.PRECAST W-4 n1R 551 ME WE IN 1041 • 6.01 PREC49T (2)Ib fDry ale so 902 1121-0' PRECAST n)-4 (1)=1 4% 551 851 648 %1 8.0' CAST M-4 n1R 46 120 126 49a l5e ' 9.1' PRG+ST (21'4 f21R 354 bIB 618 ITO 613 tl 4- 10-& PRCABi I (2)5 MI3 316 sit 561 311 am E-& c-V PRELA67 n)5 (D5 259 525 525 211 561 E-0' II-2 PRECAST f2)5 (2)IS 211 498 690 251 6E 34' 12-0' PRECAST (2)5 (2)5 i55 458 458 214 4U 1AmCl E-a' PRECAST (D5 B) 239 1 430 1 430 P.e 395 14 V MIA- PREBTR95ED 0)N (2)R NR 410 410 230 44E 15 4 14 4' 1PRBTRE06E0 (2)N n)R NR 3111 37% 210 Air n 4 I6.0' FREbTRE6EED (2)4 !])R NR AN 200 63 311 19 4 IB-& RESiR66ED n)5 12)5 NR N4 174 BI 254 20 0 IV-6' F#STILE ED i MR, NR 201 Ith 122 257 1I a 2mLn• RE61R56ED rv5 WRI NR ITT m I b-I Zoe 21 n 20-6' PRBTR D I (2)5 (2)5 NR 6d. 64 I00 me ]4 0 31'-e' PR61RE9&ED (1)5 (2)9 NR 133 132 14 163 TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 2D" COMPOSITE LINTELS LMTEL LENGTH CLEAR SPAN LIWTEL TYPE LINTEL STEEL GRAVITY CAPACItt (OnL nnU GRAVITY CAPACITY (I,nL (InU DRIFT CAPACITY (IlaL 1175U uPLFi LAPACITT fI75L (1nu BOiiO`I BAR TOP BAR R n) 3 6' 2-2' PRECAST (1)R (1)R 1b46 1000E W000 FR046T (2)R (2)R 550E 1000E 1000E 1000E 4-b' 3-Y RECAST f2)R n)R 414E 1000E I 8641 I ace. 4.8 3-4' RECABi !2)R n)R 9t% coca I IND 10000 5.4 4-0' PRECAfii n)9 n)R 623E 1000E 1 sin Wm00 5 10' 4L6' PRRCAST (P)9 l21R 5016 810E 1 661 9444 6 4 5'-0' PRECAST QP4 (2J 6T52 61W 3061 TN1 b 6' 6'-]' PRECAST (2YA (31 R 616E 625E %45 66 6 e 5'-4' PRECA5i f2Yd (1)R 5816 %1a 1141 6114 1-b' 6'-1' PREU5i fV 14 (2)n QV .1, 2636 450E -8 PA 1 PRECAST 1 (2)µ (2)1 409E 4093 1 7508 428E 5.0' 6'-8' FRECA51 n)4 (DR 3130 313E 2270 3889. e-4 T'0' FREOA6T n)4 (ll 3410 341E 1018 8561 9.4 &-& PRECAST (- ( 2134 2134 161E 7B3B 10'-6' 9L7' lo'- PR-cUBi (])N (2) 2211 2211 1233 12� 11'-4' c LAST () f2)9 1954 1954 cat 200E tl'-& 10-e' 1 PRECA61I 1 (2)5 It n) 111E Ills 910 1828 II' -T CAST (L5 (L9 1661 46t 838 I101 19'+4' W-W PRECAST (1l5 (f)5 501 150t 1B Wt-0 W-V 12'-8' PRECAOT u)5 11n)5 139E 199E 636 B23 14'-8' PREe1RE50E0 (D4 (21R IB93 1893 SBl IBi PRSiREB9ED n1R 1124 n74 % .WAD 1-4 I6' 0 I FR61REB9ED !])4 f2)ry 133E B90 824 B O' PR8TRIAED (DIS 2) W53 W53 34 669 20- ]0-m' IB'-B• PRESTRESSED (2)Is 919 1 6B 11 .4 10.0' FR6TRE%ED (2)5 MR, 651 02 8a, 733 II 5 44-0' 10'-B' FR6TRE%ET) n)5 (2)5 l91 1st 25t 66iT TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINIEL LENGTH CLEAR SPAN LINTEL TYPE LII STEEL GRAVITY CAPACITY (0)5_6nu GRAVITY CAPACITY flisi InU UPUF1 CAPACITY (IASL(I)Iu UPLFi CAPACITY nnl.(M BOii::m EAR TOP BAR 2-0 16' PRC i n). )R 000E 1000E I100e0 9.6 2 2' FRECABT nl- (2)2 East 1600E 10000 lose 4 0 2,-a' PRECAST (0 N)R 619 1=0 coma 1800E 4.6 1.1 PRECAST IV (2)it 5014 is= Insect 10ed0 4-e 3 A' OAST M (VIE 4653 10 962E 10mme 5-m 4 0' CABi a) (])R is% case Isel cs00 5.1E 4 6' PRD46i 12) f2)R 6231 WOmm 51% WOOD 6 4 5.0• CAST (V N)R 9WT 0000 4154 945E 6 b' S-2 PRECAST (2)4 (2)2 058E case 4461 B313 6-8' 5'-4' RECAST fL4 (2)R Bd %81 4131 B410 16 64' PRECAST (V4 (2)R 6235 646 3242 6411 T B 6-4' PRECAST 1 (2 (2)2 I DEAD 6024 5 663 B-@ 6'-B' PRECAST n) 2)R 5%l 536t 3B03 5593 e 4 1-O' PRECAST f2)% f2)2 483T 29 t 503E 9-4 8-0' PRECAST f1)4 (21ry 3126 3T36 BB] 385E n36 1551 2531 152E II,0 10'-& FRCA6i (2) 1119 3553 1123 2625 604 2291 l2'-m' c'-B' PROABT n4 ) na 2141 ]� IO2 2I 12'-6' I2'I PRCAST (ET) e4T W22 109E B'-4' 12'.0' PRECAST (D 0)s (219 E26 1916 BN 163i W4'' PRECAST @d (2)5 ITS halbis n1B 1635 14-9' W-8' 13.4' f2! ) 256 2345 65 I283 I6'-4 14.0' DIRESI eTRSOED n) (1)R 1B6 2136 ass 596 na IIT9 IT-4 16-0' i PRS RESEED f1) n12 165E 165E 91B PY-4 IB-0' PRESTRESSED (1. (215 130 131E 31 3`V 20 0' 6-B 81R%ED f1, f2)5 131E 19 3a1 681 6B6 ITRB6E (27 (2)9 c62 1062 304 bel 31 0' 20.8' FRESTREB6FD n1W (215 9 9% 185 565 14-m 32-B' FRBIR88ED nJQ n15 824 814 139 4l3 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL bTEEL GRAVITY CAPACITY (Oft (IrU GRAVITY CAPACITY (IAL eln UPLIFT CAPACITY N)SL(M IIRIFr CAPACITY (inL(3nu BDTG1 BAR TOP BAR I ) mcis BIB 1 10000 3.6' 3-1' CA6i f3)ry WOme Im000 1000E WZ60 4'-0' 2-B' FREGA9i f2)R f21R b 1=0 10m00 4.6' 3-2' CAST (2)It (2)R 60m1 10�0 WmeO 1006E 4-B' 3-4' PRECAST (Cry 1 (2)R I550E W¢00 1009E 1000E 5.4• 4 Pill n)9 9011 I laslas 1000E 51& 4RV PEEI 25 (Ol 1381 1 1=0 I setI b-1. 5-0' LAST n)=4 (2)R Bass;1000d 5315 W800 mes; 6 -1. 5.4' PRECAST ry oeso WOme Is= 5318 WOnm 66. 5-4• LAST M IA (2)&1 e21 96% la= W567 5021 l•6' b-2' PRLAar (2)4 e2)R (2)R 1108 9%1 384E 16 1693 T-B' 6-a. CAST (1)4 (2) n 916E B 0' 6 B' PRECAST n)R "In 54B 666t e-4' 1-0' PRCA9T M-4 (2)u (21ry 556I 65Iasi333E 3031 608 9.4' B ®' PRCA9T (2)4 (2) R 4561 act 3355 4145 PREGA5T 35% 3544 32W 1801 %63 II-4' I&-0' FRCABT eO5 349E 349E B41 E-0' 11-2. PRECAST M5 T 199E 293E Eb' 11-2' PRECAST M`5 1TB 1T6 ER 149E E-0' PRECA9t 0)Is (]J5 74 246atE'-V PREOA&T It)ME 2B6' 1216 93l I%l It 13'-4' PRESTRESSED MIA O 2511 2511 l36 1431 &.4' 141-0' PREB 65ED f1)4 f1)R 266 2616 663 BR' 1'-4' 6'--- O4 19'4' IB'-0' PREBiRE (2)5 (1)5 1601 I6 413 06 2&.0' 6'4' 1 PRETRE5910 C) Is (2)5 1456 9 1 Ass 1.3 1114 20'-0' PRSt !L 9 (L 5 Do Ills 33B 669 74'-0' 20'-B' 22'-B' PREBTR%ED PRBiRE56ED f1)5 (1)5 () (2)5 21 101f 2 WW 11 166 b49 fin TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE uNTELS LINTEL LENGTH CLEAR SPAN NiLTYPE LINTEL 57nL GRAVITY CAPACITY (mnL (IfSU GR4vITY CAPAGtt (IPaL r115u DRIFT CAPACITY (I)5L (Inu JPLFT CAPACITY (InL n)`5u @OTiG1 BAR TOP BAR -W' i-b' R OR 1009e 1000m I¢�0 -2'FIRSAB7 _ n)ry I009® 1 W00s Cost 4-m' 2-8' PRECAST (1JR (])R Etta 100se We¢m voce 4.6' 1-1' PRECAST KI W 4-V 1-4- PRECAST n)R n)2 b%4 W900 I000s, c000 4-0' ABT f2)5 (1iry Wm00 Wesm 961E Isom PRECAST - f2)9 f])R E543 Ws00 1376 10e00 6.4• 50' PRECAST' (2)4 n)2 Im900 W090 652E I=01 5-REGASt 5-1` PRECAST (114 @)R 16m0® l0&00 6155 1000E b'•B' S-4' PRECAST (2)4 f2)R WsmO 10000 5BII W000 T-V b-]' PRECAOT _ !2)'4 n)R ESN 10000 4455 1-C b-4' : PRCAST (214 (31R 812 Im2me 414E utl 8-0' s'-1. PR! 6i (2) `4 (]. 1436 9953 T;r1 1VI 8.4' 10' FRCA5i (•U4 (3)R 6194 eat IED80 D56 106E 5-4' 1 B-0' I PRECAST (2Y4 (D4 5293 6%3 MI WI 0-6' 9_T HECAa _ (y4 (2)ry 40% 5013 2094 424E FRECA6t (2)5 f215 4111 441 Past 3593 W -B' I PRECAsi (A 5 (L 9 311E 3TS 154E 311E 2-6' a 2' PRECA51 f1)'S ! 3411 3412 1411 289E B-4' I2-0' i (1)5 (1)5 399E 2995 120 256 14 -1 I]-B' RR&A57 (4)5 (D9 2g 2131 W% 7260 Id-B' 13-4' PRIES %E (2)4 !) 3331 3231 14S 1484 15.4' µ-0' i FR_B RESEED' _ n)4 (il§. 394b 2945 653 1355 1H. 6'-0' & 6 iR P (1)4 (2)R 238E 226E 633 Im% 19'H. IB-0' D9 BB 5B 426 B44 20-0• ' 6-B' RE % To EN sas 39 IN 10'-m' PREOmat 12)5 1 (2)B 141S 973 1 345 b91 24.0' 20'.B' 22'-S' PRBTR% I BE9TR8BED n)5 1 (2)9 IM 1141 1 114 544 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS - LINTEL LENGTH CLEAR SPAN LINTELTYP£ LINTEL STEEL PLAIN GRAVITY CAPACITY GR4vltt CAPACITY (It (ICBM GRAAM CAPACITY (USL (Ind URIR CAPACITY (IAL (I)5U uPLPi CAPACITY e0si. BRA Boll BAR - TOP BAR R 3'-6' 1 2-2' 1 PRECa5T 1 M!Z(I)5 613 I%5 ME 2was 248E 4.0' 2 - MR 12)R 1131 Wa WB I%5 263 4-6' 3d' PRECAST ) all IBI 161 1/0°. Was 4-B' 3-d' PRECAST r R n)R B06 analWBI Islas 1396 5-4 4-0' PRECAST Is (] an 93m We 1114 ",A S-W' 1 4-6' PRC46T (]!R all Bm9 809 9% 966 V-4' 1 5.a, FRG 434 141 141 lr5 &2 b-6' 1 S-2' 1 PRCA&T MIA 416 119 119 T30 820 PRCA9T f )4 R 45B 693 693 6% ISO PRECAST n)•4 f2)2 381 506 625 661 PREO T f Yq fDR 315 56B %B 99 641 B•0' b-B' FRECA9T )4 (2)R 353 a% 5% 452 ads 8.4' 1 0' FRECASt (Yd (DR 334 601 501 411 516 9-41 B-0' PRECA9t (Ia (LR 2% 435 4% 316 494 10-6' 9 ] PRECAST )µ n)R 24b 311 312 239 423 II.4- 11. PRL'1 f2)5 n)9 11B N5 345 B9 3% tl & -0' PRECAST n)5 !2)5 10] ]81 7S7 03 275 tl-b' II.1'MREGAET 1 (2)5 111( BID 43 243 16l % 134' I] m' PRECAST 1 ()Is 1 (2) BI 19Y 191 B0 IBB 4-0' T4' PRC T 1 015 1 1 116 100 61 &1 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTEL LENGTH CLEAR SPAN LNTELrI LINTEL STEEL UNFILLED GRAVITY CAPACITY GR4NTY raPAcln (115L f0)54 GRAVITY CAPACITY (17bL fllfNl JFFi CAPAGTY 0IIEL.(IM III CAPACITY Ant. n15J BORON BAR TOP BAR 3'-B' 2'-4 2 1 R 3 0 69 1691 1234 34 4'-0 2'-8' PRE i n1R (2)R IBI W25 I/25 1663 I%3 4'.1 ]'-W' PRECAST a)R f1)R 104E 13 0 3]0 TI9 ITS 4'-4' 3'-V FRFGAST (2)2 (2)9 963 113E E90 15% 15% 4'-1' 3'-4' AST Oil (2) `2 B08 IWI Baas 1396 5'-W 4'-4' CA67 (Its ass 846M 1003 1011 6'-V 5'4 CAOT (2)L 4aa 693 693 b% T90 T-8' 614' PRECAST (A 4 D 315 %B 568 499 641 B'-0' 1-4' ffgCosT (2)4 ) 316,480 AM 3.. 546 9'-S 0'-4- PRECAST A, 1 1V 415 415 291 4T1 2.4. D L 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY A550CIATION AND ACI' 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FTI 1500 P51, 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.L SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, bTH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 (1) #5 CONTINUOUS (1) p6 CONTINUOUS 3IS 8•X76" KNOCKOUT BLOCK 316 6=X16' KNOCKOUT BLOCK "-" 6•. y. ,3000 PSI GROUT = (PLACED IN FIELD) 4•' 'f 000 PSI GROUT PLACED IN FIELD) '. r4 '• r ' :film TOP BARS: ' TOP BARS: SEE SCHEDULE .?� SEE SCHEDULE 6 ,, ( (1) #5 CONTINUOUS •• ( , (1) #6 CONTINUOUS - 32' STIRRUPS AT 4'-0' cc 7/32= STIRRUPS AT 4'-0' cc :•j� ( ED OR WELDED) -1N ;-bli (hED OR WELDED) ,i2w r W BOTTOM BAR r BOTTOM BARS SEE SCHEDULE (PRECAST) SEE SCHEDULE (PRESTRESSED) (2) STRANDS 7/16=-- 1 ' 7 WIRE STRESS RELIEVED n'n. nm. nw. nN. 070� PRESTRESSED 8/16-S-(l) #5/(l) #5 8/16-S-0) #5AI) #5 PRECAST PRESTRESSED Sat 31�" N TABLE No 8 ' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL ENGTH CLEAR &PAN LNIEL TYPE LINTEL STEEL GRAv11Y CAPACITY M0 L (InU CRANKY CAPALin (InL nnu uRIFT CAPACITY llnL (IM IIPLPi CAPACITY (1)5L (2nU -- BOTTOM BAR TOP BAR 2-101 1-4. PRECAST (Gn S15 0000 000E 10000 1." PRCAST (2) ry 5014 1000E Iowa 1609E d-0 2-e' CAST (2)1 (2)R 3651 1000E 1440 10000 4-6' 3-,. PRECAST G)§ (2)2 2141 1011 50 one 4-5' 3.4' PRECAST - (DR MIt 251E 6231 515E T316 5-1. 4-& PRECAST (D9 Oil 4111 "IT 316E Am 5-1' 4-&' PRECAST (1)5 (2) `2 M44 3584 3065 3965 6.4' VW PRECAST (2)4 (2)R 3038 Was 253E 321E 6-6 5 2' PRECAST (2)4 2561 10 23W 304E 6'-8 5-4' T (2)4 (2)n 2750 213D 125E 2895 1-6' 1 64. PRECAbi (2) -4 (2)1 1193 2193 Ir19 130E 1-B' 6-e PRCA6i (2)4 W ' 2105 110E 1645 221E B -m 6 8' RECAST (2)'4 195T 951 NN 20% B-d' 1 n' PROAST (p rq(0 1! 1825 616 I B63 191E 91. 8-0' AST (2)4 (2)R 1511 611 04 B91 0'-6 9.1. PRECAST (2)N (2)R E65 E a9T 1324 If-4' 0-0' PRECAST (2)5 li% IBB 016 10 E-& c-V Fat (2)5 12)Is 104T Wµt 594 cB1 E-6' II-2' PEG46i f2)5 (2) 9% 541 c35 19-4' E-& CAST (D5 WIs 90] 90T A65 995 PRECAST (2)ai n)R 842 M4W E% TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X. 14" RECESS DOOR HEADER. LNTEL EFY=TH CLEAR VAN Lti TYPE UNTIL. BIEEL GRAVTY CAPACITY GRAVlrY CAPACITY DRIFT CAPACITY nu LPLFi CAPACITY (IaEL nnu 501itmn BAR 3-0 L 4 1 0060 9 ct 4'-0' 1'-B' T (D2. ( 2 %51 I WID&0 1 1,40 1 0 414' 1'-W' T (2)2 a)12 33a6 91Es 6143 i 1 ca 4'-4' 34' PRECAST n)2 aM 2aLs W59 613E 1 9%6 4'-1. 314• PRECAST (2)R (2)2 ]919 6231 55W 1116 5'-0' A-4' PRECA9i (2) 5 35t4 38c 31T 1 6'-8' 5'-4` COOT (1)4 3 1T90 3t38 375E 1E3 1'-B' 6'-4' PRECAST _ 0)4 210E 210E 1645 22B B-a' I' PRECAST _0)4 100E 1 111E I I141 IIl% V_V WH PRECAST 1114 516 W% 9l4 a06 3L' 16 1$, 8/14-S-01 *5/(1) 45 3E' 3 En A R C H I T E C T 3 GpDesign I bU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA At: 0003325 �mNum ,.Wmovv�J E E 8 W r SUED LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXXOO-00 PROJECT#: 02784.000/00014 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA f DATE: 16/18 SCALE: 1 /4f2 =12 - 042 SHEET 3.1 OF A R C H I T E C T S SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,452 3c33 SQ. FT. 50. FT. TOTAL LIVING ENTRY PATIO 1,545 IS 18 SQ. FT. SQ. FT. SQ. FT. TOTAL 1052 SQ, FT, CUBIC VOLUME LIVING 12032 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS ................................ BIRG. LOAD BRG.WALL NON-BRG.WALL COMPONENT AND CLADDNO WIND LOADS SAM WIND EXPOSURE FOR 3 SECOND WETS CALL • FOOTAAGE DEWMTION ZONE 160 NPH WIND WDTH FEtdiT 1 112 16 �1� -0' Ig2, 84' 5 26.09/ -44.03 2 20 3068 DR. 36' 80, 4 30.64/ -30b4 3 11 25-514 38' 63. 4 3231/ -42b2 EGRESS 4 11 E§ 38' 63, 4 3231/ -42b2 5 42 5068 SGD 14' 80' 5 2514/ -5lDcJ & 11 25-614 38' 63, 4 3231/ -42.62 1 I1 25-SH 36, 63, 4 3231/ -42.62 8 I1 38, 63, 5 30b4/ -51.18 E2S8 GRE9 I1 25-5H 38' 63' 5 30.64/ -5L18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .I8 C. RISK CATEGORY =TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS d CLADDING PRESSURE ARE BASED ON THE vult DESIGN WIND SPEED. FSCR, 6TH ED. 1201-D ALLOWS THESE PRESSURES TO BE MULTIPLIED BY O.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FR4MMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMTE TREATED SPRAY Rs 2'-0" 1-0 m 2xb u o I6' O.G. ,CABINET SECTION Ki -o a 21 BM 2@ F" LOOR PLAN- SCALE- 1/4 = 1'-0' ELEVATION "A' Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0011 E s 0 SVBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 xxxoo—oo PROJECT#: 02784.000/00014 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHFECT: STATE OF FLORIDA D 7/16/18 HEET 4 0F 12 5t- 8'-0" BRCS. 0 6' W. SCORED LINE ® ❑ ❑ ITYP) TEXTURED CEMENTIOUS v I COATING PER (ASTM C926)(TYP) 0'-0" FIN. FLR._ ------ - -- ATTIC VENT CALCS kREA OF ATTIC 1864SQ.F7. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SOT. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 4474 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.IN, REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF (TYP) --.— SCORED LINE (TYP) -8" BRGz HGT. 1'-01 �8 -S" HDR. HCsT I —I I_I I—) I_I 1-1 109 I wi (_) p�RON T ELEVATION V SCALE: 1/4 = I'-0" ELEVATION 'A' �f TEXTURED CEMENTIOUS COATING PER (ASTM Mo) (TYP) -0" FIN. FLR. 8'-8" BRCa. HCxT.10 10 - 1'-01, HDR. HGT.h - 0'-0" FIN. FLR. - 12 j 5t OFF -RIDGE VENT \--TEXTURED CEMENTIOUE COATING PER (AST' C92(o)(TYP REAR ]ELEVATIU"N SCALE: 1/4 = 1'-0' ELEVATION 'A' SHINGLES 12 12 (TYP) 5 OFF-RIDGr= VENT �5 1'-0" -0. -------- HCsT.— ------------------------- — - — - — - — - — - — 6' 8" HDR. HCsT. -- ■ TEXTURED CEMENTIOUS 011 COATING PER (A51M C92b)(TYP)--- El. 0'-0' FIN. FLR. ----- -- — - — - — - — - — - — - - — - - - — - - — - — - — - — - — - — - N - - 00'-0" FIN. FLR. LEFT -E LETIO'N SCALE: 1/4 = I'-0' ELEVATION 'A' 12 SHINGLES 5 (TYP) OFF-RVGE VENT 12 OFF-RIDCsE VENT 8'-8" BRCS. H4GT. 1'-0" io'-8" HDR. HGxT.h - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — \--TEXTURED CEMENTIOUS -0" COATING PER IASTM C92(o)(TYP)---- s 0'-01 FIN. FLR.h `� —__ - - — - — - — - — - — - — - — - — - - - — - — - — - — IRIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 7 11,011 El 0c5'-0" BRG. HGT. ,L6'-8" HDR. HGT. -0" FIN. FLR. (TYP) oc5'-8" BRG, HGT, 1'-0" A6'-8" HDR. HGT. 0'-0" FIN. FLR, A R C IN 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�oo0v�mm� SLTBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XKX00-00 PROJECT#: 02784.000/00014 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA DA� : P?-/16/18 S -AI.E:1/4"=1'-O" SHEET 5 OF' A R C H IT E C T S CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-Ib 1a50 HTA 16-IS 1400 (I) 106 x 1 /2" -PLY, (6) 166 2-PLY, (USP. (10) 106 X I In - NO Ibd OPTION) _ (2) META-16 985 (2) HTA 16-10 2&00 (10) led x I In" I -PLY, (USP: (10) 1Od x I IQ') B00 fl4) Ibd 2-PLY (UBP: NO 16d OPTION) HETA-16 18i0 HTA I6 1619 (w led x I In, I -PLY, (8) 166 2-PLY u5P: 00) led x 1 I/2', NO Ibd OPTION HETA-2o 1810 HTA 10 1615 (9) led x I In' I-PLT, (0) 16d 2-PLY USP: (10) 106 x I IR', NO 166 OPTION r (1/ HETA40 2035 (2) HTA•20 3170 (10) 10d x In" -PLY USP: (10) 106 .1 1/2' 2500 (12) 16d 2-PLY (USP: NO 16d OPTION) z LGT-2 2I50 LUGT-2 1915 f V -1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) I1 WE, WOOD 06) led O (/) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DOTAL-20 (18J - 10d x I I/1, I PUT" MGT + 3565 M'UGT 4000 (1) 5/8' A.T.A.T.R.IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (22) led TO WOOD (USP: (28) 10d TO WOOD) HGT-2 1c98o HUGT-2 9365 (2) 3/4' A.T.R.IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (IS) IOd TO WOOD (U5P; WOOD (a) 1Od) HGT-3 + LGT3-5D825 10530 3286 HUGT-3 LUGT-3 9365 533e (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. O' EMBED), (16) 10d TO WOOD (USP: WOOD (e) led) (12) SDb I/4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP; GONG (4) 318' X 5' WEDGE BOLT, WOOD (121 W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555. (Ie) led z I-IR' (USP: (lo) 106 x In' WALL VGT 4940 NO USP GONVERSICN FOR.8IMPSON V3R (IJ 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16 )-5D9 I/4'k3" TO WOOD (2) VGT I185 NO U5P CONVERSION FOR 6I1150M (2) VGT) (2) 5/e' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBEDS (32)-5D5 114'X3' / 2 PLY MiT6-12 loco MTW 12 1585 (14) 106 x I IA' (USP: (14) 10d x I In', 04) 106) FITS-[& IRO HTW 16 1660 (W) led x I/2" (USP: (16l led x 1 In., OS) OFO HTS-20 1450 HTW 20 2045 (24) 1Od x I IQ' (USP: (24) led x I In', (20) led) HTS-24 1450 HTW 24 2045 (24) 10d x I In' (UBP: (24) I0d x I IR', (20) 106) LSTA-12 + 925 LSTA 12 9I0 0 ) 10d USP: (10) lod LSTA-IB ++ 1235 L5TA 18 1560 (14) led USP: (I4) lod MSTA-18 » 1315 MSTA-IB 1315 (14) 10d USP: (14) led MbTA-24 « 1640 115TA-24 150 (So) led Ubp: (0)led (n 0- MSTA-30 « 20500 ME7A-30 2140 (22)106 USP: (22)led Q MSTA.36 + 205o MSTA-36 2525 (26J led USP: (26)Iod 0� H M5TI-36 3800 K T1 236 BOW (36) led x I la' USP: (36) led x 1 I/7 MSTI-45 5065 K781 246 4250 (48) led x I In' USP: f48> 10d x I/2' W6 %SO LFTA 6 IB% (5) 8d TO PLATER, (8) Od TO STUDS (uBP: (16) ed z I In" (16) Bd) gpA A34 HCP2 HIOA HeA 885 395 646 1340 9PT 4 MP 34 HHGP 2 RT I6A 945 410 101e 2180 (6) led x IR' TO STUDS USP: (b) led x 1 1/2' TO STUDS (4) ed x 1 1/2' TO BEAM, (4) Bd x IR' TO POST. uSP: (4) ed x In'TO BEAM, l4l 8d x IR' TO POST. (121 led x 1 I/Y USP: (10) 10d x I n' TO TRUSS, 00) 10d X 1 In' TO PLATE (18) led x Irz' JI (5) led x I In' TO TRUSS, (8) led X 1 In' TO PLATE vGT HDU4 PHD 4A 4535 (I6J-SD5 I/4'x3' TO WOOD, (I0)-SDS 1/4'x2 1/2" W/ THREADED ROD, (2) NUTSWA5HER2 PLY G6P: 5/8' ATR MIN, I- EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT e RDTB 494e TDX 10 S e (10)-5D8 1/4'x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADEP ROD, (2) NUTS/WA8HER2PLY USP: I/8" ATR MIN. I- EMBED SET IN HIGH STRENGTH EPDXY (4) I/8' THRU-BOLT$ Cn ABU 44 ABW 66 LTTie +. 2200 2300 1340 6665 12o00 PAU 44 PALL 66 LT9 19 2835 2535 1205 bl9l6 13®I6 (I) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONIC, (12) l6d TO WOOD U5P: SAME A8 SIMPSON (I) 5/e' A.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CGNG„ (12116d TO WOOD USP: SAME AS SIMPSON (1)3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN GONG, (8)Ad TO WOOD USP: SAME AS SIMPSON (q In' ATR IN HIGH STRENGTH EPDXY, (MIN.I'EMBED.) IN CONIC, (10N06 TO WOOD 0 LTT205 ++. ISoo LTS 20B 1105 UBP: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) 106 x 1 0 HTT4 4455 HTT45 4465 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBEDJ IN CON,„ (15) 8DM0 X i In' (USP: (20) I6d X 2-I4S USP HAS MORE NAIL OPTIONS: (20) led, (20) 0a x -IR', (20) Ibd x 2 In' z Q H75 Seto HTT45 5430 (U 5/e' ATR N HIGH STRENGTH EPDXY (MIN. I- EMBED,) IN DOI (26) Ibd X 2 In' (USP: (20) 16d X 2-IRS U5P HAS MORE NAIL OPTIONS: (25) led, (28)10d x I -In', (20) Ibd x 2 In' HNDOII-SD5 25+ HDIB MBHA 356/1125 IIEIO 6645 3415 533c UPHD II TDX 10 NPM35Xi2U 12090 5110 5165 II3o (1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. to- EMBED.) IN CONC. (24) $DS Y.-x 2Y WCOD SCREWS (U6P: (24) WS3 WOOD SCREWS) (I) I/8' AJ3. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC„ (3) 3/4' 8TUD BOLTS TO WOOP (U , (4) I/8' BOLTS) 61MFSON: (V 3/4' ATR N HIGH STRENGTH EFOXY, (MIN. 6.15- EMBEDMENT) IN OMU. TOP, (I) 3/4' A.TR IN NIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CMA. FACE, (B)led TO BEAM USP: (U IQ' J-BOLT W/ MINIMUM 6: EMBED. A NOT LESS THAN.W FROM EDGE OF CONIC W/ 3/4' PIA IM RAMSET/�DHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. Q� W (J 2830 (FUR) (ROOF) HU5C412 (WOOD) 3635 2660 (FLR) HU54121P 306o3228 d (10) 16d TO HEADER (10) 16TO WOOD USP: SAME AS 51MI SON 3265 /ROOF) Z Q HUC410 (CMU) HUG210-2 [GMU) HUO210-3 (CCU) LGUM26-2-SDS 1510 1810 1 1519 1 1450 5085 8085 4000 5595 HD410 IF 1905 BIT$ HD21e-21P 1905 31I$ HD210-31F 1905 3i1• NO USP cONVER51oN FOR bMPSDN LGWM26-2-506 00) 1/4' z 2-3/4' TITEN (9 PER FLANGE) TO CMJ, ll0) 10d TO WOOD: (USP: (IS) I/4' x 3' W63 SCREWS, (lo) 10d TO WOOD. (160 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, (10) Iod TO WOOD: (UBP: (15) 1/4' x 3' WS3 SCREUB, (I0) 106 TO WOOD ll8) 1/4'x 2-3/4" TITEN (9 PER RANGE) TO GMU, (10) 10d TO WOOD: (W°P: (IW 1/4' x 3' W83 BCREILS, (10) lod TO WOOD (4) 3/8' x 4' TITEN HD ANCHCR5 (2 PER FLANGE) TO GMU, (4) 1/4' X 2.i/2' SDS eGREWB TO WOOD STRENGTH EPDXY = SIMP5ON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHE5IVE ORING 5Y5TEM5. RE ANCHOR EMBEDMENT I5 GREATER THAN I' DEEP. THE VERTICAL CELL IN CMA. WALL MUST BE PILLED SOLID w/ GROUT. 6 COMMON NAILS CAN BE SUBSTITUTED WITH 106 x I In' NAILS IN CONJUNCTION WITH A R5% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION R TO INSTALLATION.INIMUM EMBEDMENT INTO THE TOP CF A BONDBEAM WILL BE 5', MINiMjlH EMBEDMENT INTO THE FO➢JDATION WILL BE I- - A-30I ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, vARIEBI I USE OF THE WIDE VARIE-Y OF MATERIALS, LOCAVON5, AND CONDITIONS THAT MAY AIiEOT CONNECTORS.THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION D. USING 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 P EXPANSION ANCHORS WLL BE EVALUATED ON AN INDIVIDUAL BASIS ANDUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/E:4GINEER OF RECORD PRIOR TO USE. CONNECTOR VALUES BASED ON 61MP50N "WOOD CONSTRICTION CONNECTORS C-201, , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWet, MID ANCHORING < _STEM NG SYSTEMS FOR CONCRETEa MASONRY CA-ALOG 5-2e12 2x12 (•2 SYP) 1/16' 085 (TYP.) NAIL (3) 12d ® 6'-W O.G. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 51-0' UN.O. 4'-II I/2' 1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND, FLR. LINE EXTERIOR MASONRY WALL 5t2G. HEIGHTS ll� LOAD 511 WALL NON-5�� it J3 (2) META-16 —�, J5 Al A2 At A2 Al CI CI C2 C3Cs J4 J2 r r r r r r r r r r r r r d1 t+l II III it II II II II II II II 11 II III II II II II II II II I II i II II II II II III If I11 IIII IIII II II I — � — II A.: I mil STY Kl'— 4'—m11 II If If II II II II II II II II = - 0—" �I_m1I 61 mII I I I I I I I u u u u II II \ h I I I I dIo — — _ — 7F Ix4 5TM. CHORD BRACING _ = o 12' O.C. MAX SECURED W/= --- � (2) Udd COMMON NAILS is EACH CHORD INTERSECTION ITYP.) III �I I --II— 41 = u u u u u u = III II II If 04 S ROU"F FRAMING PLAN. SCALE: 1/4 = PLO" ELEVATION 'A' JI J3 J5 (2) META-Ib 51 52 53 54G J4 J2 c 6 Design Group ��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro u p.co m AA #: 0003325 �nmun ��e000moomo� svBDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00-00 PROJECT*: 02784.000/00014 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA rS ATE: 7/16/18 CALE:1/4"=1'—O" HEET 6 OF 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES L� 110v DUPLEX ® RECEPTACLE ll FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX ECUIPPED V GROUND FAULT INTERUPTER (TAMPER RESISTANT GFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOv DUPLEX EQUIPPED W/ GROUND FAULT �WU1p� CSFI RECEPTACLE MTERUFTER (WEATHER PROOF) 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 LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL © PANEL METER SD SMOKE BATT. BACK-UP W) HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT, BACK-UP W/ HAi DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX WIFFORIED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT FEZ] DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET (3) • 1 THHN/THIW COPPER CONDUCTORS, (0 • 6 THHN/THUN COPPER GROMD IN 2" CONDUIT. TRANSFORMER 13AW4 SOkVA VOLTAGE, T62CA3200-240/480V NEMA 3R 200 AMP SERVICE, SINGLE PHASE 120R40 TYPE, UNDERSROUNP COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCtIIT9 AT SECONDARY Vi (120/240 VOLTS) ( ) M AND METER MLp MAXIMUM FAULT CURRENT, IS3W amp* CAN POWER COMPANY 200 TRANSFORI.MR PHONE / DATA WEATHER PROOF BOX SERVICE BY OTHERS 200 4MP ELECTRICAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUTER CO. PROVIDE •4 THHN/THWN COPPER CONNECTED TO CONORETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC IS USED THERE IS NO BOND/GROI TO COLD WATER PIPE. 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 10450 TOTAL LOADI 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE CABLE / TV WEATHER PROOF BOX PATIO I WP r �.�.. �I DINING GREAT ROOM f / GFI \ \ i JACK , I all DED. 20 AMP _ I OUTLET FOR M. WAVE ` GFI I I KITCHEN------'_� ■ GFI OPT- —_. — REF. A/C ` BEDROOM 3 FF�-Ll BATH 1 ' i I � � SD. ■: R/A FOYER - - - - - - - - - N /Sa1� \\ TV. BEDROOM 2 ,' / O 3�" IIILJIII ll.� 1�� pu�II ENTRY I OWNER'S SUITE S.D. I �lo I I. I W.I.C. `IelE_ I �— — I COACH LIGHT 8 GFI 44' AFF r�. LIGHT 4 J SWITCH IN ATTIC / 0. BATH I I� ` SPRINKLER CONTROL \\ 2-CAR GARAGE Ii i GFI CLG. 181 OUTLET / SCALE: 1/4 = 1'-0' ELEVATION 'A' red BekF � - A R C H I T E C T S Design G r iDUITInc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 O C L SUHDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00- 00 PROJECT#: 02784.000/00014 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA ATE: 7 /16 /16 7 OF IF — A R C H I T E C T S COUNTY Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Appiicaat: Product Opo" design Prasum Product Rabd 0401111M Poe$UN Wmdaesu•r Model Munror Product Approvel Nunb•r aw• TVN Method or AtbehroaM Windows +32.37/-42.62 +601-50 DP Ply Gem 4 1 4712Pww FL 14039.1 Nr+ Mina WA +/-75 DP Ply Gem sedes 4700 Porw FL 15264.2 WA � �* � •, x*+ *"""tar . '+►°M " Ptsd Oka +29.65/38.87 +/-65 DP Ply Gem soda 470c Fww FL 14434.1 uxwmw •a ++» «a*++� � »' *' •'" """^' "°"w""'w awes caws WA WA WA WA WA WA N/A N/A WA WA WA WA WA WA sadleg oum Dom +28.74/-42.62 +/-% DP Ply Gem Series 4780 FL 146342 �+ •^•** ' ^ " �"`�"' "'"" `^ M^uaing Two Dom +30.64/-30.64 +67.0/-67.0 ThsrmaTru FL5891.5 WA ^ — . + +++ —^K►*.,.'."'•..'"".r°"°°°'."�:"'. French Doors WA WA WA WA WA WA WA Doors +25.91/-31.3$ +36/-42 C0pay tsXrwow Tsas FL16546.4 WA ••••••r•w»x,•�• •* r""•••'°•• • ••" HurricaneP WA +40/-40 Paromouusurvir 2epaswetPer FL11964.2 WA I/rIepmArdiam 30TcPwnaw'XSW.Ar0o6s0014MArdmra. R•ory WA N/A N/A Tamko N/A FL18355.1 N/A rrr.rr+NMI•�N+watwer+uwMrlarw+bw+IWrwrrlr. Revised 07/22/2014 i have reviewed the above components or cladding and I have approved their at in wind loads and forces specified by current cafe provisions. Name: JAMES J©SEPH CANTWELL signature: Design Prey ARCHITECT cerwNa. AR001�� These products provide adequate resistance to the 0 • • • JUN p AI r Design Grou p ��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nnmNi ��sowomae�� E V E O r C L sUBDIV. k 7 OT: OAKLAND LAKE (LOT #14) MODEL 1452 XXX00-00 PROJECT#: 02784.000/00014 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT 1P&TE: 7/16/18 SCALE: 1/4"=1'—O" SHEET OF lV 9 REBAR VERTICALLY - W/ C:ONC, POURED CELL (1) 9 REBAR VERTICALLY W/ CONC. (28' MIN LAP) POURED CELL (2$' MIN LAP) R-4.1 NWL. MIN. z b' CMU TEXTURED CEMENTIOVS COATING a z PER (ASTM CM126) (TYP.) n QQ �J EK w Q e' CMU .9 0O _ CURB FIGHT VARIES T� UU'U� („ I!2' GYP. WDD. Al Y `� O WOOD BASE N r w K >= z e 3 I/2' CONC, REIFF. W/ 6'x6' - GONG, REIPF. W/ 6'xb' ° 3 1/2' G - WLF OR FlISER - a WIAxW1A aw OR FIBERME6H ON _ 6-MIL POLY ETHYLENE VAPOR ON 6-A ETHYLENE ON 6-MIL POLY ETHYLENE BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL VAPOR BARRIER ON z HELL -COMPACTED CLEAN z 4 4• 4 TERMITE TREATED FILL Illuuuu, >_ 4' 4' 4' 1 1/2' RECESS m I, 0, (2)'S MBAR ON CkIAIRB m -0 (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL 4 AT GARAGE 1 CALF: R • -0 WALL BEYOND L BEYOND 3/4' RECESS FOR PAVER GARAGE DOOR 3 Y2'CONC, REEF. OY M/Ali UAA>al1A LLRF OR FE¢R'E8N ON - "L POLY ETI U99 VAPOREARRER tXCIESS 0 mE.L-COWACIB) °aCLEAN I TM"TE TREATED PILL '� III • • 3 IR' Cx7NC, REEF. W/ 6'xb' 1J2OONC, REW. W/ b'xb' WIAXUA IUI.F OR FIBER!'MSH ON AXIIIIA UALF OR FIBERMESN ON PAYER 6-MIL POLY ETHYLENE VAPOR MIL POLY ETHYLENE VAPOR BASE BARRIER ON WELL -COMPACTED ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL ELEAN TERMITE TREATED FILL 9 REBAR ONFOOTING 4' 4' CHAIRS BEYOND y FOR PAVERS lU 9 REBAR ON CHAIRS EXTEND FOOTING m O3 REBAR ON CHAIRS UNDER PAYERS GARAGE STEP-UP NON -BEARING GARAGE DOOR FOOTING 8 PAVER RECESS cALE: l!1 .1'-0 SCALE, I0-0.0' 9 A ® ENTRY DOOR SEE MANIF. PRODUCT DETAILS FOR REQUIRED Sig AND DEPTI z L OF RECESS FOR SAD. TRACK e w VARIES K FINISH FLOOR (U 5 MBAR SET IN SIMPSON HIGH % " STRENGTH EPDXY 6' EMBED. MRL - s (2) •B REBAR I -STORY L (3) 9 REBAR 2-STORY N > w ' `9 a ° ' _ Q - e OUTSIDE REBAR TO BE ,e - CONTINUOUS e° a e NC `' iii y WIAxWIA ULF OR F15EWESH ON ° e.. b-MIL POLY ETHYLENE VAPOR 44 ° 4 LTREA�TEDFILLD a CLEANIEI Em ITE 2'-I' MIN. LAP TYP. RETROFIT FOR 11 SLAB AT S. G. D. OMITTED DOWELS � REBAR LAP AT FOOTING SCALE, I'•I'-0' A E: IA .'-0 JJ SCALE: IR'.1'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. F e° C = ea S, CLEANCUT REQUIRED FOR INSPECTION z L < 0'-0' FIN FLR 1 LAPPED W/ BOND BEAM a ; TIE VERTICAL REBAR °. TO HORIZATIONAL (0 2S REBAR AT CORNERS _ a,a- REBAR W/ 10' HOOK W/ 28' LAP MIN. TYP. REBAR LAP HORIZONTAL/ VERTICAL C AT LINTEL CORNERS S : /2 •F-0 F REINFORCING SCALE: IR • -0 A R C H I T E C T S Des Inc. Lvrvuvvuuu, rL JC I av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com 1 AA #: 0003325 n umai ��eomoom�o� sUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 moo—oo PROJECT#: 02784.000/00014 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA dot 18 DA : 7/16/18 SAtET� NOTE: NOTE: LT SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED �' ❑ DO N07 EXCEED a' 8' CMU BLOCK 8' CMU BLOCK J' DRYWALL J' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or i'x4' MIN F1 Ix4 or Ix2 P.T. NAILER P.T. Ix4 or Jq'x4' MIN. IEEE WINDOW/DOOR JAMB BLOCKING (SEE WINpOW/PooR JAMB BLouKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE DOOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED 70 BLOCKING MEMBER w/ D a d NAILS 8' FROM (ATTACHED TO BLOCKING EACH ENp and � 18' O.C. MAX P.T. Ix4 or i'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE 7HRU FRAME INTO BLOCK w/ (1) �c,' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+4" or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH END and g 18' O.C. MAX or DOOR JAMB TO BLOCK (+4" or + 4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and -9 18' O.C. MAX 4A SCALE: V-V-0 4E SCALE: r:r MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 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 is (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK 11 END and a IS' O.C. MAX 8' CMU BLOCK , DRYWALL or ' DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (SEE wINDOwB O /DOOR JAMB CKWs Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i1x4' MIN. Ix4 or Ix2 P.T. NAILER 9 15' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT POOR CASING (SEE U)INDOWDOOR JAMB BLOCKING ' OSB (4' WIDE MIN.) MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN, HEAD SIZE 300 SECURE 2nd 2x TO STRUCTURAL DOOR CA51NG MIN. EMBEDMENT I ' DOOR JAMB /WINDOW J4 (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T.2xb: OVER 030 FELT PAPER (OR APPROVED EQUAL) SECURE TO BLOCK w/ (2) �' TAPCON5 INSTALLED PER SECTION "05 OF THE FBCR, WINDOW TO BLOCK (+1 4") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH &TH EDITION (2011) DOOR JAMB TO BLOCK (+1 z") THROUGH NON-STRUCTURAL MEMBER (lx or �(,' OSB) END and g IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ ' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' Scar E° r`I`m' (2) DRIVE PINS, 8' FROM EACH ENE) and RE -ENGINEERED ROOF TRU55 0 18' O.C. MAX WINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145 EMBEDDED STRAP �—BATT OR BLOWN -IN INSULATION 7MIN. HEAD 61ZE (R-VALUE PER ENERGY CALC5) MIN. EMBEDMENT 0�' (PER PLAN / NOTE: DOOR JAMB TO BLOCK (+3 /6 ) SHIM AS NEEDED 4F SCALE: r=r-m' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR J' HIGH DO NOT EXCEED is P.T. 26: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)TAPCON5 (MIN. EMBEDMENT I ') 8' FROM EACH VENTED NC. FILLED U-BLOCK w/' DRYWALL LJ NOTE: END and IS' O.C. MAX ALUMINUM SOFFIT (1)1S CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED (SEE wNG INDOw/000R JAMB BLOCKTO PLUMB JAMB. or ER CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' 055 (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH END and DOOR JAMB / WINDOW WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED s 9 18' O.C, MAX ATTACHMENT PER MFR. PER PLAN) SPECIFICATIONS � � 'I (ATTACHED 70 BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS 7 DRYWALL MIN. HEAD 51ZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I is (SEE wINDOWDOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) i ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN w/ �' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) is TAPCON PLACE SILL (PER BLDR) ?GYPSUM WALL BOARD EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH TEXTURED CEMEN71710U5 ) 5 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) END and is 18' O.C. MAX WINDOW TO BLOCK (+1 /6) or COATINGC92b)(OVER CM '�� (LOCATIIONPER A5TM CONC. �PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) SD CELL TRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and IS O.C. MAX 8' CMU ' P.T. FURRING STRIPS 6 IV O.G. 4C SCALE, V-V-0' THROUGH NON-5TRUCTURAL MEMBER (Ix or 2' OSB) MIN. SHANK 51ZE .145 w/ i' TAPCON MIN. I' EMBEDMENT INTO BLOCK MIN. HEAP SIZE 300 OD BASE MIN. EMBEDMENT I' NOTE: WINDOW TO BLOCK (+3 %6") SHIM SPLUNEEDS DOOR JAMB TO BLOCK (+3 716") P.T, (2) 2x6: 4 TOSECURE TO BLOCK w/ (2) is TAPCON5 ONCRETE SLAB ❑ DO NOT EXCEED' C4� SCALE: I'4-0' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and m 15' O.C. MAX XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO 1,115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WNDOW POOR JAMB PTSIMPSON HTS20 w/ (lC)10d NAILS 70 TRUSS 4 a IVO.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT .T. Ix (4 WIDE MIN.) (4)'X2' TAPCON5 INTO BOND BEAM -ENGINEERED MIN. SHANK 51ZE .145 51NGLE STORY SCALE: 3i4�•r-m' DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS DOOR JAMB /WINDOW MIN. HEAP SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 is GATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT I BEAM (2) 51MP50N HT520 EACH SIDEE OFF TRUSSRUSE w// BOARD (R-VALUE PER ENERGY CALC5) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 J' TAPCONS --.— P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) is TAPCON5 THROUGH NON-STRUCTURAL MEMBER (1x or �( ' 055) (or EQUIVALENT INSTALLED PER MFR'5 SPECS) FROM EACH -- - an w/ ' TAPCON MIN 1 ' EMBEDMENT INTO BLOCK (MIN EMBEDMENT 1 MAX8' ... � � r ��— END d g 18' O.C. A TAPCON5 MIN. or WINDOW TO BLOCK (+2 %) 2' COVER (2) DRIVE PINS, 8' FROM EACH END and OPENING 22" x 3m' MIN. 9 IS' O.C. MAX OOp CASING AT SIDE 2 APART ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 W MIN. SHANK SIZE .145 ( TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 3 scaLE: KTa WOOD CA51NG 4 GYP. 5 SCALE: NTS. r BOARD (TYP) �D ScaLE: r:r-m' MIN. EMBEDMENT 1 A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �mNun ��e0000momoy E 8 E 0 c S'U'SDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 )M00-00 PROJECT#: 02784.000/00014 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA Al, D TE: 7/16/18 ALE: 1/4"=1'-0" s EE� 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 �mmm� ��smomamamy SUBDIV. & LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 moo—oo PROJECT#: 02784.000/00014 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA D E: 7/16/18 SCALE: 1 /4"=1' - 0" SHEET D 3 NCR of (u,9EA Y O.G. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'44' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2x6 MIN. TO BLOCK w/ l2)y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY IMIN, 6' EMBEDMENT) o ECURE 2x6 MIN. TO BLOCK w/ l3)y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT 0 0 /-PRE-ENGINEERED TRUSS I' GYPSUM BOARD OR j' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS m 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'=P-0' PRE-ENGINEERED TRUSS �' GYPSUM BOARD OR J' HIGH STRENGTH CEILING O BOARD %8 TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER a 32' O.C. MAX. CONCRETE SLAB I(`SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) �a a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-F-V ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C92(o) OVER CMU--1 CMU BLOCK ��EATHER STRIP MOLDING `' / IPER MANUFACTURER'S SPECCATIOUND OOR 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I. Mimi Si in; VERHEAD GARAGE DOOR BY OTHERS) Room GALVANIZED STEEL VERTICAL TRACK GARAGE DOOR BUCK ATTACHMENT SECTION 6 SCALE: 3/4'=1'-m' B SCALE: r�rs. (BY OTHERS -INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H I T E C T S Design r 1 o u p —inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.com AA M 0003325 �'III"'III ��omoom0mov� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00— 00 PROJECT#: 02784.000/00014 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA TE: 7 /16 /16 !SCALE: 1/4"=1'—O" 1 SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5LACED im i" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM 01063 2, WIRE TIES TO BE (NO. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHE5IVE DIRECTLY TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FL WITH THE CENTER OF THE PIPE. FORM FLASH 1 TO THE BOTTOM THE PIPE AND WRAP AROUND PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INSTALL FA5TENER5 (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: N.T.S. s" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #I, 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 5TUD TYPE " M" CONTROL JOINT 1 SCALE: rtrs. NOTE: APPLY SEALANT AT I'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES, SECTION TAKE 5ECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU 7n 5HEATHI WRB #1 TAPED T SHEATHING w/ WI 02 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING WINS _ri 1 F=� L, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE:NSb. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP 4�"L" FLASHING scALE: Nrs. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 1@ VERTICAL LAPS (ROLL ENDS) 8 6" a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1° METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 514EATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE '.' J' (WRB LAYER #1, f 5TUCCOWRAP OR APPROVED EQUAL) STUCCO WRB LAYER 02 z (FORTIF15ER BUILDING PAPER OR 761 1 APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103.7.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design 1OU lnc. 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�mo0vvom� 8 v� 0 E 10 C L sVHDIV. Be LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 xxxoo—oo PROJECT#: 02784.000/00014 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA : 7/16/18 SC :1/4"=1'-0" SHE�E��T� VV AI A R C H IT E C T S $" TRICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAP5 KICKOUT DIVERTER 1" MIN, STEP FLASHING FELT UNDERLAYMENT 5HINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2' 5ELOW 5HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 4 WALL INTER5ECTION5 WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WR5 LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYER5 OF BUILDING WRAP OVER NAILING FLANGE, STOP WR5 APPROX. I Y" A50VE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP �.y KICKT Ul DETAIL eJ 6CALE: N.T86CAL�E: KTB. " " ' ^ tnECEIVE i AT OF SHER-GRETE -ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 8 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 �4LE: SEALANT ON TOP 4 SIDES ONLY CAVITY TO 5E FILLED WITH RIGID POLYMERIC 150CYANATE-POLY13LEND FOAM ("GREAT 5TUFF" OR 51MILAR) -FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE PLEX15LE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D15CONNECT WR5 LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO 5E SET IN CONTINUOU5 5ED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL 51DE5,J/4" 5EALANT o JOINT5 ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 5UILDING PAPEF DRYER VENT (FRAME) OVER "QUICK FLA5Hl Uri SCALE: N.TS. PIPE THROUGH WALL TRUCT ION SHEATHING WOOD FRAMED WALL 5UILDING PAPEF UNDER "QUICK FLASH" WOOD 5HEATHI WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, WOOD FORTIF15ER CONSTRUCTION 5UILDING PAPER (OR 5" CMU- APPROVED EQUAL) 8" THICK, 3 COAT CEMENT , � PLASTER 3/8" TO 7/5" MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME VENT PENETRATION AGALE: KT,S. A WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/5" TEXTURED FIN15H 6 WOOD FASTEN TO WOOD STRUCTURAL MEM5ER'a I" O.C. MAX s %a" TO %" MID -WALL WEEP 5CREED -6" WIDE 5TRIP SELF ADHERING FLASHING, CLEAN MA50NRY 5EFORE APPLYING -TEXTURED FIN15H o MA50NRY HORIZONTAL WEEP SCREE] (FRAME TO BLOCK 713 SCALE: N.T.S. NOTE: PROTECTED FLASH TAPE 5EHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECE5 TO COVER 5OX 4" PAST EACH 51DE. STARTING AT THE 50TTOM OF THE 5OX, REMOVE RELEA5E LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FA5HION TO COMPLETELY COVER THE 5OX. WOOD SHEATHING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I 5ELF ADHERING FLASHING APPLY 6m MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR5 LAYER 12, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. 5PECIFICATION5 MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE 5OX OR OUTLET OPENING EXTENDING TO NO OL05ER THAN I" TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE 5EALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (5ET IN CONT. SEALANT) 5EALANT 6 ALL SIDES DRYER VENT (BLOCK) V D SCALE N.T.S. PER F5C R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WR5 LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCC0/ C.Y. FIN15H (5EE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: N.T.S. MWIE CONST) Degin ro u 1 Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIIII ��o��vooOomJ E 8 v6 O E O C Z' SUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 moo-00 PROJECT#: 02784.000/00014 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCWECT: STATE OF FLORIDA ATE: 7 /16 /18 C/ALE: 1 /4"=1' - O" WOOD 5HEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ %' TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) " THICK, 3 COAT — CEMENT PLA5TER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-100 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLA5TER AM6(O-WFWC-100 CU5TOM CA51NG REAP (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLA5HING WRAPPED a CORNER OF CANTILEVER — AMIGO AM66-WFWC-1aO CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEP5) CASING BEAD DETAIL C CANT. UH%SCALE: N.T.S. FIN15H LAYER (2 LAYER PEEL 4 5TICK) 6" PEEL 4 5TICK e DRIP EDGE TO DECK I Y"XI Y4" P.T. OR 5IMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 WATER PROOFING 1st LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK Q DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 5TICK I %'XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 Y4" 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 s+COMPONENT5 PULLED —� 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 WOOD SHEATHING 5ELF-ADHE5IVE FLASHING EQUAL) CA51NG BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" 2l GA. GALV. METAL DRIP ;E SET IN FULL BED OF SEALANT, Y" 5PACE FROM DRIP FACE TO TREX iAP FOR BACKER ROD 4 5EALANT 1 (OR APPROVED EQUAL) CA51NG BEAD THER RE515TIVE BARRIER #1 THER RE515TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE ""-3" X 3' 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,)/2' MIN. 5PACE FROM 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLA5TER NOTE: 3, CORNER BEAD FA5TENED TO METAL LATH: LATH TO BE SHEATHING i" O.C. MAX. PER FBC R103.11 / A5TM C-541-09, MIN, 2.5 L55. PER I ' ^ WRB LAYER #i, 5TUCCOWRAP 50. YARD (UTILITY OR .' (OR APPROVED EQUAL) NOMINAL LATH DOES NOT WOOD SHEATHING MEET 5PECIFICATION5) ,r—METAL LATH WOOD CON5TRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8' THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DSCDRIP EDGE INSTALLATION ALE: N.TA %" GAP FOR BACKER ROD 4 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 1 y"XI Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR 5EALANT 4 DMK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) „BALCONY DRIP EDGE INSTALLATION 1 1 D WALE: NTA :9 wCOMPONENTS PULLED APART FOR CLARITY a 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN 5EALANT, WHERE APPLICABLE -- —WRB LAYER 02, FORT IF15ER BUILDING PAPER (OR APPROVED EQUAL) NER BEAD ® FRAME *_L4�NTS. CORNER BEAD (FA5TENER 4 5PACING Q 7" O.C.) CHICK, 3 COAT CEMENT PLA5TER .,i i'LIMD DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SGALE:N.T.S. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 02 6' SELF ADHERING 4 FLA5HING PEEL 4 5TICK 1 y2"x3" "L' FLA5HING FULLY EMBEDDED IN ROOF CEMENT 1 Y2" X 3" 26 GA. GALV, METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,12" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER *2 EXTERIOR COLUMN COLUMN 5HEATHING 6" SELF ADHERING 4 FLASHING / I y2°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT v Y" X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 2' MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER '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 5EPARATE ACCE5501RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION ® COLUMN W/ " L" FLASHING A R C H IT E C T S Design p 1 o U p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407 774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �iummi ��omoommmem� E I8 N �N E 0 C SUBDIV. 6e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 xxxoo—oo PROJECT#: 02784.000/00014 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA DIE: 7-Y16/18 SCALE: 1/4"=1'-0" SHEET WOOD SHEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5TUCCOWRA (OR APPROVED EQUAL WRB LAYER #2, FORTIF15ER BUILDIN PAPER (OR APPROVED EQUAL METAL LAT $' THICK, 3 GO� CEMENT PLASTE 6" SELF-ADHERIN FLA5HIN DRIP GA WINDOW FLANGr_ CASING BEAD C WINDOW FRAME, NO BAND) 13A W„L£: N.TA WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODE D s' THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER *2 %6" X 1 y4' LAP SIDING W/6" REVEAL 6" 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S IN5TALLATION — IN5TRUCTION5 DO NOT CAULK OR 5EAL OPENING GALV'D METAL "Z' FLASHING STUCCO CASING BEAD SIDING TO STUCCO Cap BLOCK TO FRAME TRANSITION n Al n_ .1r& WOOD 5HEATHING WEATHER RE515TIVE BARRIER #I WEATHER RE515TIVE BARRIER #2 %' X 1 /4' LAP 511DING W/6 REVEAL 6" 5ELF-ADHERING FLASHING 5TARTER STRIP PER MANUF> IN5TALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s' FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %s" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT- PLA5TER VINYL (OR APPROVED EQUAL) - WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEAD (EXPLODED LATH 6 SELF -ADHERING FLASHING VIEW FOR a THICK, 3 COAT DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 13B scALE: N.T.G. 6" 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 112 STARTER STRIP PER MANUFACTURER'S IN5TALLATION o IN5TRUCTION5 6" 5ELF-ADHERING FLASHING GALV'D METAL 'Z11 FLASHING DO NOT CAULK OR SEAL OPENING a � GALV'D METAL IIZII FLASHING WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL 'Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING �—WEATHER RE515TIVE BARRIER #1 —E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%s" FLEXIBLE PVC BACKER ROD) — WEATHER RE515TIVE BARRIER 12 SIDING TO STUCCO �C FRAME TO FRAME TRANSITION U SCALE: N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO I WOOD 5HEATHING 21 5ELF-ADHE6IVE FLASHING — NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT TO WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER 1X TRIM MEMBER 1@ STUCCO TO 51DING TRANSITION—\ SIDING � V GAP TYP CA51NG BEAD TO TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING L`—WRB LAYER #1, 5TUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' 5ELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO 1A CASING BEAD 1 `t SCALE: N.Tb. ! CRO88-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD s° THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIELU FOR CLARITY) CASINGBAND (FRAME) @9AZE: N.TB. METAL LATH \ /SEALANT WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 5TICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG 2 BUILDING WRAP (W/s' FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP jDEZ BEAD WINDOW CASING SCALE: N.TA $' THICK, 3 COAT CEMENT PLASTER /- —METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s' FLEXIBLE PVC BACKER ROD INCLUDED) X__WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' 5ELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S :L441 N. MVINALU KtAUAN CLVU. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llillillik �'IIII"III L\000000000J O q 4) O C S'UHDIV. & LOT: OAKLAND LAKE (LOT #14) MO DEL: 1452 moo-00 PROJECT#- 02784,000/00014 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT" STATE OF FLORIDA D TE: 7X16/16 ('ALE: 1 SHE�E��T� VV /� A4 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: NTB. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-565 OR EQUAL). SLOPE SILL TO EXTERIOR TEMPORARILY t^I ^ I In SECURE HOU: ",P UNDE FOLD IN AT Jr SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01 rir V 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 F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND DEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED DOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L_g" VERT, END DAMS REQ'D. AT EACH END OF SILL O l Ef MIN. TEXTURED EMENTITIOUS COATING VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT B HEAD 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 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTIl APPLY FLASHING C INSTALL 6" WIDE BACKED FLEXIBLE MATERIAL OVER DRIP r-TIV ROTECTO-WRA OR APPROV MIN. TEXTURED -EMENTITIOUS COATING )VER FRAME STEP 5 wm w -0:71 3" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 8 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8") REQUIREMENTS, SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. MINIMUM STUCCO THICKNESS NOTE: (19 SCALE: N.T.S. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S pQnsign � U p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II"IIII'� L o�0oov�om� E 8 I� E O C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #14) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00014 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 7/16/18 J�ICALE: 1/4"=1'-0" 1 SHE�E��T� VV A5