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BUILDING PLANS
INDEX OF DRAWINGS SHEET NO. DESCRIPTION cs COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 5 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXXO O — O 1 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i a -Lit mfkxnes a n h o m e s■ co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN FLOOD SNOW Speed— DESIGN - ,Frost line DESIGN LINDERLAYMENT „ FREEZING ANNUAL - Weathering Termite` „ HAZARDS , LOAD (mph) effects CATEGORY depth'TEMP` REQUIRED INDEX TEMP N/A 160-C N/A Negligible N/A HearvYy 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 DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 16T FLR. LIVING 1,452 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH CxARAGE 393 5Q. FT. — VASD = 124 MPH RISK CATEGORY II TOTAL LIVING 1,645 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 1,ee2 SQ. FT. CERTIFIED BUILDING CONTRACTOR: GU51G VOLUME LIVING 12032 SQ. 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: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H IT E C T S Design rc uPLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O E O C co SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 xXX00—01 PROJECT#: R5025.037/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA TEE: 5 /8 /19 CALF: 1/4 " =1 , /4"=1' — 0" / SHEET c s OF 1cc Z oJO 0Lu 0 CD WOJ ccpF— UN a O V GENERAL NOTES CONCRETE I A R C H IT E C T S 3. 4. 6, 13, 14. 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 IPSF) Al. SLEEPING ROOMS 30 A.2, ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 AT STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS CA "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 8TH EDITION (2017). D. ROOF DEAD LOAD (, SF) D.1, FIBERGLASS SHINGLES 17 0.2, CONCRETE TILES 25 E. WIND LOAD CRITERIA El. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.S. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS x0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI F.A. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 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 CONSTRUCTKRH AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTIPN 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 Apt 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 R3122.1 AND R312.22 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 R3029.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER TMAN' 60 PER R302-92OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PEROFABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES; ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 460 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE ffSIDENTtAL 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 (201T). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF aDSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS. PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Yz -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATOIO FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE XGYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %:INCH GYPSUM BOARD OR EQUIVALENT, QITG 1A/A13V 1. 2, 3, 4. 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, ONSRE UTILITIES, SITEII6IPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN,), IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SONLBEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. MINIMUM REQUIRED D DEPTHS IF DIFFERENT CONTACT THE ARCHITECT. SITE DRAWINGS ARE M Q SHOWN NTHESI , ELEVATIONSSHO 0 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yc THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL.AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. _ COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHEREAPPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL,APPLICABLESTATE, CITY, AND COUNTY BUILDING AND ZONING CODES, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY P ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301, 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", 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 61NCHES 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). f1 IT�7rl7IG1V 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R6062.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 316; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 1121NCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kq/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 1" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 3p D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE,15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. 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: B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: C.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: El ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb=1,100PSI Fv=175PSI E = 1,400.000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. MINIMUM NAILING PER FBCR N 5 , 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. S 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 1/. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' COX PLYWOOD OR 15/32' APA-RATED O.S.B, OR 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, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS 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 8 OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9Mj. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/ EXPOSURE 16OMPH/B I160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906A OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 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 3/4" PVC (SCHEDULE 40), INSULATED WITH W' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM Y4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. & 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 EDITlQNk2_017). 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, 61-H 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-0926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDINO 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 to AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION T11.1.1 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 S 1, CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GRO PU'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 1491 R. RVIYNLU RCN MJM GLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r E V C6 N E O I STJBDIV. &: LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA a9 9 DATE: 5 /8 /19 SC ALE: 1/4"=1'-O" E V C6 N E O I STJBDIV. &: LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA a9 9 DATE: 5 /8 /19 SC ALE: 1/4"=1'-O" SECURE STRAP TO GONG. W/ (2) 3/Ilo'x2' TAPCONS 3 1/2' TI CONC. SLAE3 51MP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08A 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. POLE ON 1/4'xb' DIA. BASE (2) 1/2'x6' A$. d 9 BALLARD DETAIL 2 'VTR k " 2 'VTR r"tX HWR k KIT SINKS ALITO 2 132Y 22Y r 12' 2'' 1TUB 2'1 36 3Y 31 WC LAV 2' a F I 31'-3" 29'-3" I D I HB. ■ ■ ■ ■ r S r I I FI I PLUMBING ISOMETRIC (SEWER) MODEL 1462 RYAN HOMES 3 1/2' CONC. SLAB I lq i i •��^i M i ■ I 4 cl cl 'I HB. I a ■ II L In 36'xb0' SHOWER PAN --r AIM% WE 0'-O' FIN. ELIE FIN. CONC. SLAB 3 V1' CONC, REINFORCED D W/ bk6'-WL4 x WA CN 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE C TWATED WELL -COMPACTED CLEAN FILL 1' PVC CHASE FOR ELEC. 6 ISLAND 3/4' ---- N CONDENSATE I OPT. LINE REF. II I 11I�� I „ — — — J EXTEND ' TUB +-4' N SLAB 1112, -W-- ---J r ice' AVER EDC-rt LINE Ill cPAVERSD ■ TYR FL n on FT I I RAJ m `-r N I ~ BOLLARD •—�� vl L V 21'_4' F 9A PAVERS L CESS LAB — — FOR PAVERS +-3 Ili' Q, � II 3_4o V c0 m 24'x24'xl2' CONC. + FTG. W/ (3) 05 REBARS EA. WAY PE ER I ON CHAIRS MIN. 0 COVER COVER a LINE (2 (2 Dl � 4 I■ ■ I `� 1 I � DI DI NEW Dl Le ■ — ■ ■ ■ ■ 1'-8" 4 _O 19'-4Y 4" 4Y 1p"UNDATIN PLAN SCALE: 1/4 = 1'-0" ELEVATION "A' 3 7� A R C H I T E C T S Design Gro u LLC PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�I'llll"'I 7�0m�00mJ O E O SVBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT*: R5025.037/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 11 4/6 -?rl�9 5/8/19 CA 1/4"=1'-0" SHEET OF 37'-2" 24' — S" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ cq ■ 4l1 <t m r ■ �� e 6l _ cn N m Q ■ � 4' 4„ �4 NEI INS m 0 0 1 M� W e ■ o� ■ — � m m Immol AN 1■ ■ ■ ■ ■ ■ 1011 3 -4" 1 4" I" 10'-0" 181-6" 12'-S I �( DOWEL PLAN SCALE: 1/4 = 1'-0" ELEVATION 'A" A R C H I T E C T S o) Design G ro u VILC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII"III Lomm■�m�ooJ SVBDIV. & LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 1-41 JAME CANTWELL A NO 12079 VCALE:A/4"=I'-0"j' 5/8/19 SHEET 2 OF WALL LEGEND V-8' SLK 5R3. SHEAR UJALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING , FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® ® 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTT' S CONCRETE P,0, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I 1-1'-4' 8/28-6- UM L PRESTREEWD L-2 4'-8' 8/22-54IXI OL RECESSED L-3 5'-10' 8/16-5-(IU/(OL L-4 4'-6" 8/24-5-MUK01 L-5 4'-6' 8/24-5-MUIOJL L-!o i'-6' 8/24-54LURIIL L-1 4'-6' 8/24-6-1U11/IOJL 8/24-640UKO L 8/24-6-(IUML L-10 4'-6' 8/24-5-(I UKO L CAST�RET� LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 Il'-4' 8P28-154T PRESTRESSED L-2 4'-6' 8Ff22-05AT RECESSED L-3 5'-10, BFI6-05AT L-4 4'-6' 8F24-06AT L-5 4'-6' 8F24-015AT L 6 1'4' SF24-15/IT L-'T 4'-6' SF24-MAT L-6 4'-6' 8F24-05AT L-S 4'-6' SF24-05AT L-10 4'-6' 8F24-05AT 0 OWNER'S SUITE 8'-8' CLa 0. BATH 8'-8' CLG. III I I�i i I II I � I � W.I.C. CLG. . 0 L--- 2—CAR GARAGE 8'-8' CLG. j 0 16'-0' X 1'-0' OHGD ----------------- GREAT ROOM 8'-8' GLG. BATH 1 8'-8' CLG. 01/ FOYER�— a'-s' cLG. r---, L-2 ENTRY L-3 LINTEL PLAN SCALE: 1/4 = I'-O' ELEVATION 'A" PATIO L-6 5068 SGp DINING 8'-8' CLG. I I � KITCHEN BEDROOM 3 BEDROOM 2 W-8' CLG. 25-SH EGRESS L L-4 .n nW A R C H I T E C T S Desirn Group LLC LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 J r � �movvvv0� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA S ALE:1/4"=1'-0" /11 HEFT 3 or SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS /-ACT II_I NITCI A AACC I nrAr)4 rl RAXT) 4c--4 r GRAVITY OVERALL LINTEL LENGTH �£ mB aFa 0B bib 0B BF20 08 ail 0B 9'2a-0B 9.5E 0B (,a GP LINTEL) BLB ,I L 9 6r1 Ile ll� fl6 1B aFR@ 1g EO JT BF14 B 8a5 WROH 9 m2 @G',R 16 l 63+ 1'-B'TO 3'-b'(Plese ) ,51 . love 05 LI ILA 5 l ia90 es"iC 1i a 0&L5 EIOI 3'-9'TO 4'-m'(PIRECAST) SAS -1693 Al <6Pi5 119 6,U 15 l5at 931 3`3 B9 6 ,PuS4 54ma TIC-931. et24 4'-I' TO Al- (PRECAST) 1059 r , 611J N'T 199 .Eels .eel 10394 IIWA 13 E_ ill _6P6 4-4'- A'-l'TO S'-4'(FIRE::ABF) 14n 166 e-eo 5%5 1" - I6 "I 2m99 1342£l"3 �_- i 00' 121e1 .. 2, 1. 1195 B-5' TO 5'-10' (PRECAST) SOTS L Ai,295113- 145 Ai,2 123b Aso ] L 1011 &(19 6 1 3 Dela Lo 5'-ll' TO 6'-6' (PRECAST) Bob - I3 B l I0 9 _ l 3 06 5el_ 8960 05a 9e �ha _ 3B35 _ b'-1-TOT-b'(PRECAST) l40 10 �9 6 ll ss 66 ]E°B 161 2114 - 846_ 4& .Ga ", ] 02 }'-1- r0 V-4' (PRECAST) 554 Is IE1. N43 1. 35Ei� IT 34Bl L105 _ A.5A, II TOI0'-6-(PRECAST) 415 ba3 05rz Is 'xo, atib a f 643 24 ITS, 4Br06 5a 9'5- 10'-1'TO 11'-4'(PTECABT) j62 .6B Seel_ 1 a I all l2l,4 6B4 _312=- il _ANT 2 93 i. 40(Gb ] �a s c eTi II'-5' TO 3'-0' (PRECAST) 33l - 640 - all FS' t 534 l 6B 293 Nast, 38 '6 9 e2Tll . l6s B55 C -I' TO B-4' (PRECAST) 2g6 _ _ L 41 155 101E 1 42e I Ol Set, all. _ 203 424 1. 1 �691 rel 211. 1V-W TO 14'-0'(PRECAST) 219 y }06 92 32£- 63l 12l Sells NR N' _ N NR 1}- NV N2 6 14'-'TO 4'-B'(P,RE9TREbBED) NR )C56 1.0 NR N� 0 L°?/2_ NI Nft 3 5 e511 R R _ 2114 NR B ) 14'-9' T015+4' (PRE011� BED N R 19 IllJ I _ _ I 05a 1320 a6 le -- AV1 '0 N N2 1W-V TO 11'-4' (PRE9T eliele ) NR 26Y0 -46 Nk N- 0 .6 N, \f 1 - G4 a39 h NF 204' 11 11 -5- TO 11 -4' fPREBTREBBED) NR� 23� n:a N4 t0 03 \R E. fiG 1 f \It I'Ifi - 11 P-5'i0 21'-4'(PREBTrgBBED) NK l4 N1Fax 34i N4 N, 1 5 NIK N2 NR 114 39` N4 lR W66 Ix 31-5'TO 2T-0'(Paf£ BiREBBED) NR -_- +.Ib5 a15 Nc NR 5sm ' la4 114 NR la4l 1Ft ^R I '" I'R 32'-I' TO aa'-0' (P,�BT,SEBBEO) NR -, 129 ds0 - - 450 b54 P 4 Ed1 - 192 4AFC I nTAr14 (I RAFT) A" R`F1'APT II_I INTFI AA 4-m46895� L �-_ [F LATERAL OVERALL LINTEL Lei al . 2IT VT6 17 1 11 12e 2 - Era -T &'S She ROM, 7£RBa2T. 1569 (TYPE OF LIN'EL) all 3- 5F16-v aI G2= T 9 -P ''-' 3- e, . eF92-2 ale 3'-B'TO 3'-6'(FREcd5i: 6 5 .'[@ 4 5:E 61 is©I IOU Im:S Imu.. low569 1.5 763 Ism 3'-l" i0 4'�' (PREOAb 363 05 .,60 5l 'S mall 363 m5 1 3Z60 3 5 4 is TOO 325 619 Sail Bel 1019 4'-1' TO 4'-W (PRECAST) ,al 2m1 al m aTel - 2=6 e 5 9 '1 -s 9 4'-1-TOE'-4'(PRECAST) Sell 4 411 All 143 1016 3 2 Tel 3 ti99 4 452E B'-5' TO B'-10' (PRECAST) �"' 0Ba 0 L cL� ere 339 616 929 ems._. - l 'Zee' 9 mT io", 9,2 3620 L 4133. 5'-II' TO 6'- b'(PRECAST) - 11 3All-. 501 121 d9D Bay 4pi 106 Ei 19 -9. 6 112,1 S 2<26 t +I TO l'-W (PRECAST) - l- - - 6 424 Saw 363 l u 4 160H a rz42 9 £ 5 a2 2:26 ...el T09'-4' (F'RECABTI y 512 1 691 _ Eb JiB 43 ` Sell 10 a ws 4 :¢9. _ 2a 9'-5°TO®'-6'(PRSCAOi) - �3m 5 rem 1 v a65 PAT ,0 IIll 1 T4 "- - ass slam - --- - 5l.T 264 401 iB® Im'-T'TO II'-4'IPRECA0T1 "I - 260. 453 H4 a9A Sell 142 I'll _ 'I+� 3 b } 410 "t EEG II'-5' TO 12'-e' (PRECAST) p10� - 5 e 110 leiO .60 O E lea _ _ 244 401 131 4 12'-1- TO IV-4' (P,FECABT) --� 42d eels T 4] 9 141E = m l 1 EB9 Sell a EHl um - 211 334 TO - IS _5' TO W'-0" (FCPCABT) Im. 4u T Smell SB 33a o.m-. _ l - 3._ se. 91a eml _-.- _ role,293 Ice. __ - 14'-I' TO 14'-B' <PRE61RE06ED) --_,is- ell - ,P 3 fi63 9B0 '.io 151E I_4 - NR 3a4 91 14'-9' TO 15'-4' (T-RE91PESMP 24- - aB6 - ll3 - .&1 - NR 2. Sea elm 36B 6!6 lOD 124m 146m .Selo 1ST 6 =0=v 53 ells ill Y , I _ i- 15 5 TO n 4 (P,iE9TRE08ED1 __-_ 19' _. 3m6 __ _ 5m6 _ - '.fm y__.. .. 100E 1211 -. _ _ 1419 NR 194 64 3aE- � 4 L� La I1'-5-TO W-4-(FTE6TREBSED) bo ,-9 I6i 413 6.4 ---- Gal e - _ m59 12a1 NR '48 52 - « p 0T- - 11 -En TO 21'-4'fPrEBTRESOEDr 142 23 3 3 3l -,1 4m2 "YDS _,655 8 NR 125 42 21'-5' T022'•®' (PRRESTRESSED. 'l_ 19 6 a63959 1 m]o _ j6- NR Ilb 40 22'-1' TO 24'-@' (PRE571Rr LL. 2- i0' 39 aS6 NR 91 30 - bmE -"ST 816 B"PRECAST W/2"RECESS DOOR J-'_'NTEL5 SAFE LOADS (LBS/FT) G-RAVITY OVERALL LINTEL LENGTH 6 0B l P5 9,R 0B 8R B_ml ZEIBRF 6-Z r'F30. Z (TYPE OF LINTEL) BW6 ty+nf=I FK B al, 6_. £rsF2e 4�-9 SARI 4 49 Rres-U l6__ 49 9°a_ 3'-6-TO 4'-4'(PRECA9V Sells ah 29 Sella SB Em£ £ l9 2 II 6904 w" 69 5 0 5 4'-5' TO W-6- (PREOABV 1494 - Gel 52. 16 SEAS 1-1 Serd, e -402 VOB93 "66 a ills 4'-1' TO 9'-b- (PRECAST) 866 1 - 4B1 4 bl a2 ' SAES 4. 0060 69 Sall -l< 3311 .100 69 6S3J R@BT) 5'-9'TO 5'-le'(CA B'm - JD 4! 1a25 2 2 12J ]9 66m 46 1 -1 8 36 ba 5'-II' TO W-B' (PRECAST) l9'I - 9"JI l - IE 5 149P 110 } 4 9 A4E llL 19 l -- I'W a TO T'-6' (Pf ci T) 669 - l 1490- 2459 E 31 5- 14 I 9 Itea O" 108bi 'Inv 46 l'-l' TO 9'-6' (PRECAST) 411 6E �53 9 ,C e - ea: Sd6 90 e"PRECAST W/2"RECESS DOOR U-LINTELS SAFE LOADS (LBe/FT) JP._IF- OVERALL LINTEL LENGTH lRFl IT E1ID T 3114 IT I EV T vim. IT F� IT sai (TYPE OF LINTEL) Bg+..21 6RF60�! z3142T 8E=2 8FU. 6RF6 RC 15 3 'ati T4 5146 '05. 166E Sea' ,36d 22.1"t 30 6 39 III14 - 3,,l 4 A� 1.1E 54@ " ] l50 151 1164 4'-5'TO 4'-6'(PREGABD BE l ' 6a< 12E9 - 9l T2l 2939 I _ _ _-_dal - 4'[l5 _ "3P. - - 4'A3 391 I 694 sea 1013 AL" T 9 B( (PRECAST) O PRE 4.l(U9 6 _ 2316 PfbA _ -3M 40l 5 665 UDl T1 I'.IL aS 2c6 3T9" Fit a'-9' TO 5-le' (PRECABV 51m L J3 9 I140 532 2 19EP 2I 9 J 1E6 B " 3B2 .].3 3Ill 3BI 616 5'-1' i0 6'- B'(PREOASi) ,0 ell aP4' T12 Sea te, 1980 I'll 14 9 I 111, 8 9 2ll1 3319 596 6L 1BB 464 B'-9'TO l'-6'(PREC,h9T) - sZb 95 B 0 6 -- Bba 9B< l65 !.. Ve I 5-/O 2561 1�� - - 50S Olt all 363 E0� 1 1-T TO 9+B' (PRECAST) - D95 TeO - I0,2 3B6 'l91 201E - 1Y31. Ale, 490 P4 AST��RET� LINTEL SCHEDULE MATERIALS I. f'o 8' precast lintel = 4000 psi 2. 1 prestrebeed lintel = 6000 psi 3. Grout per A5TM C416 re - 3000 psi w/ maximum 3/8 Inch aggregate A 8 to it inch slump 4. Concrete Maeol Units (CMU) per A5TM C90 Wimel mum net area compressive Strength = 1900 psi 5. Radar per A5TM A615 grade 60 6. Prebtreasing Strand per A5TM A416 grade 210 low relaxation 1. Mortar per ASTM C2T0 type M or 5 GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural and/or structural documents. 4. U- intels are manufactured with 5 1/2' Ion L e to 9 notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference, the CAST-CRETE Load Deflection Graph brochure row [Intel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter well stirrups are welded to the bottom steel For machanical aneYmage. 8. Cast -in- lace ooncret ma ba rovided in 6 P 9 P composite lintel In Risk of conuete masonry units. 9. Safe load rating based on rational design analysts par ACI 310 and ACI 530 10. The exterior surface of Ilntals installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-286 or other approved coating, 11. Lintels loaded simultaneouslywith vertical (gravity or uplift) and horizontal (lateral loads should be checked For the combined loading with the following equation: Apiled vertical load 6WIled horizontal load S DO Safe vertical load Sara horizontal load 12. Additional lataral load capacity can be obtained by the designer by providing additional relnForoad concrete masonry above the Ilntel. See detail at right: 4. SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE R' CLR TYP (2) d5REBAR GR40 or GRv0 6 .:.;' . 5AFE LOAD TABLE NOTES I. All values based on minimum 4 Inch 7. For composite lintel heights not shown, lea safe nominal baaringl Fe cep Safe loads For unfiled -2�• load From next lower height shown. lintel - i be red ff bearing length la 3. For ilntels Iengthe not shown, use safe load From lees Ulan Ul next longest length Shown 2. NR =Not tad" 9. All safe loads in units of pounds per linear foot 3. Safe loads are Superimposed allowable loads. I0. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 fi ld span. rebar. II. The rumbar In the the pareenthebl6 indicates the 5. Q1e n rebar Riley be substituted for two 5 readers percent reduction For grade 40 field added In 8' lintels 'ZIP radar. Example 1'-6' lintel type 0F32-1B safe 6. The designer mart evaluate concentrated loads gravity load = 6412n5) w/ 15% reduction 6412 from the safe load tables by calculating the (05) = 5501 pIF maximum retesting moment and shear at ci-away from Face or support. TYPE DESIGNATION F F = FILLED WITH GROUT / U - UNFILLED �6OT OM OF LINTTITY OF -5 EL CAVVIAR TY 8�1�=le/IT LOUANTITY OF e5 REBAR AT TOP NOMINAL HEIGHT NOMINAL DIP -a5 REBAR AT TOP MIN. CU REO'D 1-1/2' CLEAR Nlc r SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL 54E LATERAL LOADS LINTc`L (PLF) Towel L61gm Ti PLAN SOLID Resat 199E Mal Po.,t 116E 2516 4.0' Recast B44 1674 4.6' Freres! 63B 1266 4-e' PrIbeet 586 193 F,4' Reti 666 SASS e lo' S3 %eas! 54 1105 e-4' Precast 634 Bel Retell 6D D% Aceet e 516 I2R1 1'-6' Resell 4d6 so 1'-0' %euet 425 S94 0'-0' Pel Ian Bk B'-4' Rene! 354 IQ 9'-4' Reset TT 5W 10'-6' %suet IW 453 ll'-4' R Alt 199 620 W-V Reuel 164 54e 1T-6' Reese! IQ 504 13-4' Preset ills404 14'-0' Poll SS391A 14-V %nUee=ed N M4 16-4' Prowell NA M11-4' Reetreemd NA 20 1I PivitaRe l NA. 116 4140, PraeveDesa. NA 15B 0-4' RmVeeeed NA 131 21'-4' Reptr.DDsa NA @0 24'-0' Platreeeea NA 93 NR - Not Rsccmmerdeel Tote Length � LOTT' S Nrl' CONCRETE P,O, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY F N_ Rene{ P(BC88L Recast Pmcaet Precast Poll Room( Reuel Receet %aLael BAR LATERAL LOADS (PLF) 8' DOOR V DOOR HEADER HEADER PLAIN SOLID 1112 U'r %50 611 B61 521 l05 SASS 05 165 650 NIT 5.04 SEA 411 161 3 6 664 86 Be �q \ �'jl--�"5. REBAR AT BOTTOM - �I •�•,� OF LINTEL CAVITY BOTTOM REINFORCING 1-5/6'ACTUAL PROVIDED IN LINTEL (VARIES) ERAL OYES: 8' NOMINAL WIDTH . CODES LL FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS RI 4 R606 12, FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTIONS I09). < 2101. 13 NCR BUILDING GODS REQUIREMENTS FOR REINFORCED CONCRETE (ACI IA, R BUN). gMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASGE 1-I0). 2, CONGRE'E: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 211. PRE -CAST W/STANDARD REINFORCEMENT-4000 fel 212. PRE -CAST U)/PRESTRESS REINFORCEMENT-6000 P51 i 13. GROUT PER A5TM C416 - 3000 PSI W/ MAX. 316' AGGREGATE, S' TO 11' 5LUMP. 22. REINFORCING BARS: 22,1E STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60) 2,21, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM ASS (GRADE 40). 2.3, F'RE-STRESSED STRANDS A5TM 4416 1-WIRE, STRESS RELIEVED 21O K51 2A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TT¢ LNML STEEL UNFILLED GRAYITY CAPACITY GRAVITY CAPACITY (IAA (one GRAVITY CAPACITY (IAA (In1 UPLIFT CAPACITY IAL (IAJ UPLIFT CAPACITY (IAL EPRI BOTTOM BAR TOP BAR 1'-10' I-i' RECAST (2)ry f21 4345 1809 tE09 6519 10000 awV R'-2' PRO467 (2)1 (2)ry 2415 %31 wall 4815 465 414' T-V PRECAST (2)4 (22 5. 11Bs 2111 ills El 3366 4.6' 3'-2' PRECAST (2)4 M1 U43 2165 2165 160E 260E N-0' 3',1' PRECAST (2)1 (2)n 032 2011 wil 2421 2421 5.s 4.0 OAS PR i f 2)9 (pry b06 95l 1651 91a 1%1 5-I, 4.6 PRECAST (3)5 eels 1413 1413 kl0 1609 6 4 5 0' PRECAST ry Is (114 (pry 140 See 763 D9 Was V-W 51' PRECAST a)4 IV II0 1232 IM1 1145 uUts 6 B 3 4- PRECAST (2)4 (0 6W 1184 1154 mi Cee lb' 6'3' PRECAST (A4 (i)ry 510 so SO W5 low l 8' e_.V PRECAST M4 (21ry 551 959 sea 184 1041 80' 6'B' PRECAST 004 (pry 518 101 9@1 lD esu e-4' 1 TO PRECAST (2)4 (2)n Qa ox %I 64 all 9.4 S-0' PRECAST (1)4 (2)1 416 126 126 4% T90 1 9.2' PRECAST (1)4 (2)IS 354 69 big W 613 Ill-4- Si PRECAST (115 (2) s 36 Sell %1 In I bar D-0 10'-B' PRECAST (Ile (2)5 291 515 535 Al Sell 11 -6 II'-21 PRECAST (D5 (2)Is 211 490 QS 251 5D 13-4 1-0' FRGBT D)5 (VS 256 06 4B 214 442 4.0 D'-o' PRECAST We WE 24 430 430 W9 IS k-e 13'o PR8MEET) W14 Mn NR 418 1 410 230 446 54 k V PRESTRESSED E)4 f115 NR 315 319 210 401 n 4 9 s' PREbiRE08ED f2P4 (2)5 NA 1% M 169 9n Tel`_' 9'-0' PRESTRESSED 12)5 0)E NR 224 224 131 IN 21 9LB' PFESTREBEED (2)5 (p5 NR 101 101 D2 231 2I44 20'-0' BED (VIS (2)9 Net IT III 1eil 205 A-0' ull FRSrRE09ED Di 605 N.R 164 64 be So 24.0 21-e' PRESTRESSED (2)5 (2)3 NR 132 al 04 163 W�2hJE:4l:ir'i132r=.Fal TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY CAPACITY (Ina (InU UPLIFT CAPACITY (IAL f115U UPLIFT CAPACITY (IAA (2A11 BOTTOM BAR TOP BAR CAPACITY (VAN. 0 PRECAST (2)ry R 0 10000 IT.I.1.2' PRECAST (p ry (Ell 1646 Ism 10000 100ID0 11-1. 1-' PRECAST (2)ry (2)4 5503 10000 cow 10200 4 b 3' -1' PRECAST (pry (2)IS 4142 Ism M41 10090 4-1.9'-A PRECAST (2)ry (2)R alas Ism Two 10000 5 d 4-0' CABi PRE (L5 fDry 6339 10000 513E 100w0 5d0 VAV PRECAST (Es (2)9 5016 et09 4661 9244 b-4 5-v PRECAST (1)'4 (ps 6152 6152 Abel 1141 11.1.5 2 PRECAST (2)4 (pry 61 Sleet el b518 b-e 5-4' PRECAST (2)4 (2)ry SB6 5516 3441 604 l-6' 6'-r PRECAST D)(4 43 43D 16% 4509 l-8 6'-4' PRECAST D)14 4099 4039 250E 4282 11.0.6'-1. PRECAST (p'4 Eon 31V 3130 221E 3889 W-4' 1'-V PRECAST (2)4 3420 3420 301E 3E61 1'-4' 6'-0' PRECAST l2 ' 2134 2134 so 2030 10.6- 9'-1'PRECAST (ON 1 (2)ry 2211 All V33 22M 1T-4- W'-@' PRECAST (2)5 W54 SEA Car 2009 S.O. III PRECAST (2l5 0)5 ITS To SO WIe D'-6' 11'-1' PRECAST (2)5 !p9 1661 Set $26 net 1'-4' DO LAST ills (L5 1501 Sol Ile 414 15'-8' Ia¢ECAST fl)5 MS SASS 11 636 623 14 B' W.4' PRESTRESSED (2) IN (2)E I loss. %l 1ST 5-4- W-0' PRESTRESSED 0)% 1p4 IRA 1124 we 105E 11-A W.V. R STR08ED (V-4 (2)1 15M 13 411 W4 Ew41 0.9 PRE6TRESsD eVe (2) 105 1063 534 Sell 20•@' 9-B' PR6TRBBED (1)5 111E me 919 32 615 ]I-4 2@-0' PRSTRBBED (p5 05] as 213 540 A-0 10-B' PRBTR09ED ills WE t91 Ml 5 1. _. 1 11'-0' RE9iR We See 1 655 1 25 435 SABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24° COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITT CAPACITY (OAL (TAU GRAVITY C4PACITY OAL (I)5U UPLIFT CAPACITY eIAA (InU UPLIFT CAPACITY (IAA f2AU BOTTOM BAR TOP BAR 3.10 1 1 6 1 PRECAST (2 ry 10000 imes l06a0 10000 3.6 2-1. PRECAST (2)'2 a)a Bill 1000, 10aw0 1,000 a.m 1-V PRECAST Me (1)R 61% imoo I0000 4 6 3.1. PRECAST (2)IS Ri 5014 1woo 10900 1=0 1 44 3-4- PRECAST (pry 4653 W21 10000 5 4 4V PRE CAST (2) 9 )9 Tel% '0000 '0002 1051 w00 5 10' PRECAST )5 6291 1000D 5136 woo 6 4 6-V 5.0' PRECAST D(1 )R 9101 10000 4154 auto)-4 6 6 5 1' PRECAST ill) -4 f2)ry 0509 100,w 4 Sell Sall 1.-,. 5-4' PRECAST (p'4 ry BII4 9481 4231 BL]0 1 6' 6'-2' PRECAST (31'4 )ry 613E 6416 3142 boll 1-B' 6'-4' PRLABT (p4 f ry me 6024 308E 6163 6'-0' 6'-0' RECAST (A4 ry 5361 5361 2803 Saw 6'-4' 1'-1. PRECAST M 4 q 4631 4B31 25DI 503E 9'-d' B'-0' PRCA6T (A4 R 5126 3126 low wits10'-6' 9'-T FRCA6i (A4 (})e1 Sall 2531 wo 3025 II'-d' 10'0' PRECAST MR, )9 I 2E3 1213 2b04 11'-0' 10' -B' PRCASi (A5 230ri 2305 1113 nee PRCA9T (2)5 )9 241 1kt 1011 1039 13'-4' 11'-0' PRECAST (2)9 13 6 1wt Bill I IB21 14'-0' D'-8' CAST (71 ) 9 TO 1110 187 1635 Id-D' 13'-4' PRS (A4 I 234E 653 1283 15 4• 14.0' 01 34 21% 256 El ills Il 4' Ib 0' PRESTRESSED (2)-4 '3 16W less 164 9I8 19.4' IB 0' PRES SEED (Ws 5 1so Do 311 135 10-0' Ill PRESTRESSED MIS )9 1119 B 341 606 11-4 1D-0' PREB ills - 1062 062 out 601 21.0 20.8' PR8 (W S g 9 994 % Eels 14 0' 22-B' PRESTRESSED (1)9 )5 g]4 W4 M9 4l3_.. TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (0nL (nJ GRAVM CAPACITY OAL (I)'NI. UPLIFT CAPACITY (IAID i UPLIFT CAPACITY ( A. (2AU BOTTOM BAR TA' BAR 1- 16 A T ft IS 2!ISOM 10 000E 3-6 1.1' CAST (pR 10Y00 0v,0 a" 10000 4.0 1.8 PRECAST (1)R (Vt Tell looss, is= 10000 I.6' 3-2' PRECAST (2)n (pry 0=1 10e90 level, Scold 44 3-4' FREI (pry (2)ry 55e3 Slow, 10000 10000 5-4 4-0' PRECAST D)9 (pry 5011 loom 836E 1D00w a-10 4'4' MRSEAUR (WIS 4214 1301 1000E 6806 6 -4'5.-e'PRECAST (2) 4 (11 R l0001@ 5641 10600 T (2) 4 L 4 100@D 10eaa 5318 1si bill. 5-4 PRECAST M4 fAR %3S 501 Ie= 1i i•2. PRCASi (p'4 (AR 1400 well 304E 1693 PRECAST f1J4 f11R 1054 958 3662 Two B-e 1 6' -B' PRECAST (11'4 (7) `2 64B 1991 332E Sol 8-4' T-0' C45i E)4 (2)n awl 6sw war 6091 9.4 B'-0' PRECAST (1)a4 (2) IS 4561 5066 Jess 4145 R-6 9-2' PRECAST (2)4 (2)t 3526 33441 Bal 3663 II-4 10.0' PRECAST ills (A9 32W W I BOSS 12.0 0-61 PRECAST (115(2) 193E 9% 536 3133 11.6' II 2 PRECAST (2)s (05 211E 2118 on 2495 13 4 13.0' PRECAST MR, (Dry 2416 2" 1049 1165 14.0' 11.0' PRECAST (A5 (ps 2216 229 931 94 l 14 B 13.4' PRESTRESSED (3)'4 1811 1811 126 1131 15.4 14.0' PRESTRESSED rRESSE T2)4 4 2sib 663 BU Il-4 16 PRESTRESSED (I)4 N P01b 3 M3 59 lad! 15'-4' 1. 9.0' PRESTRESSED (I) IF 3)5 0E 0 413 SIB 20.0 90 5 385 l6 BSS 9 fA9 305 B4 wa 66914 Si METRESS Ts gin U22 922 311 629 14'-0' N-8' PREBTROWED 0)s (2)9 :014 blI 266 521 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) ' B" X 6" LINTELS a LINTEL LBISTH CLEAR arm LNTEL TYPE LM1El fi1EEL PLAIN GRAVITY CAPAcnY GRANtt CAPACITY (Ol I GRAVTY CAPACITY nnL anu UPLPR CAPACITY r1nL nnu UPLIFT CAPACITY nnL (2)su eoTOrl BAR TOP BAR 7-10. N11 PRECASTry2135 3 b 4. PRECAST 2)•3 ) all leba lots 2490 2480 640 2 W PRECAST (2) n (2) 1131 425 161E 1063 963 4.6 31 PRECAST (2) IS ) BIS II51 151 489 N89 4.8 3.4' PRECAST (2)4 (pry 806 I"1 I081 1996 Boa 5.4 4-V PRECAST (1)5 (D 659 930 930 Ilk TIN 5-10' 4 6 PRCA6i 2) (2)5 511 USE 009 9iA 966 11-1. 6-0' PRECAST (2)n 494 141 141 75 BEd 6 6 5-2' PRECAST 4 5 416 t9 in INS E10 11-1. 5 d PRECAST (2) (2)9 458 fill Sol Bob 190 16 6.1 PRECAST f14 (pry 381 5b6 506 515 Kt t e 6.4 F,RSCABi (2)4 !pry 35 %8 568 AM 641 VA!" 6-B PRECAST De-4 12)IS 353 536 5% Sal B-4 1 0 FRECABT (1P4 (2), 334 Sol Sol 411 516 9.4' Ell PRECAST () (2) ry 20b I% 435 316 4S4 10.6' 9-T RECAST f) (2)1 245 311 312 239 R%4' 101.1.PRECAST (p ME 29 are 345 So 3% 2-0' I0-V CAST MR, (2)9 1 2W ]W I13 215E a'-6' II'-T PRECAST ( Me 243 243 51 13E 19'-4' 0'-s' PREC46i MR, Sell I To Be I i4'-0' D'-8 PRLASi (1)5 as 160 9 law 151 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER U NiP1 ENGTH CLEAR SPAN LNTEL TYPE LM 9 TFL STEEL LFse LLED GRAVTY cAPaclTr GRAVITY fs1PAC1TY nnl (mAu RiRA VITY CAPALIIT nra nnu UPLIFT CAPACITY nnL ill UPLIFT CSL anj nnL (1nu SoleOBAR TOP BAR 3-B-FEiiII] 2 Q 360 *a 254 2234 4'-op T-W PRECAST fD4 fps 1131 14M 45 96 sea 4'-2' 1'-m' PRECAST (pry f2)R 1041 910 1 1119 TIE 4'H' 3'-V FRECABT (2)5 (2)4 Sol 12M D o 596 1S96 4'-V 31-4' PRECAST M Ml 806 Is81 as Sol 13°6 64B' 4'4' PRECAST (2)9 7711 5ES db al 10ll 6'-B' 9.4' i (2)4 4% SEE 643 boo 150 eREPAST (A4 315 %8 560 499 641 ' T-4' PRC4fiT (A4 oill 316 ADD QO 315 546 JO 8'-4' PRECAST (p4 (A5 213 415 46 291 4Ti 25, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3, MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 5PEOIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32, MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 33, MORTAR SHALL BE TYPE S 41 STRUCTURAL+ 4.1, SAFE LOAD vALUE5 ARE BASED ON LINTELS HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R&II OR FLORIDA BUILDING CODE RE5IDENTIAL, 5TH EDITION (2014), SECTION 2104.15 1g 313, (1) #5 CONTINUOUS B"X16" KNOCKOUT BLOCK Ig (1) #5 CONTINUOUS 313. B"X78" KNOCKOUT BLOCK �- 'I 000 PSI GROUT '=" IN FIELD) : •j 3000 PSI GROUT (PLACED (PLACED IN FIELD) •. �• TOP BARS: ' •� :!4 •: TOP BARS: :F SEE SCHEDULE ::�'• SEE SCHEDULE (1) #5 CONTINUOUS (1) #5 CONTINUOUS ' A 7/32" STIRRUPS AT 4'-0' cc (TIED OR WELDED) _m, - 7//32" STIRRUPS AT 4'-0' cc (hED OR WELDED) low BOTTOM BAR r m +n BOTTOM BARS SEE SCHEDULE (PRECAST) SEE SCHEDULE (2) STRANDS 7/16"-- 41 I7 WIRE STRESS RELIEVED IT MIN. �' 4. M!N. l�' M1N. 2701,91 PRESTRESSED 1` 15 CABLE 8/16-S-(i) #5/(1) #5 8/16-S-(I) #5/(I) #5 PRECAST PRESTRESSED 313, TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINIELTYFE UNTIL STEEL .GRAVITY CAPACITT Rini.(I)SU GRAVITY CAPACITY AD flAU UPLIFT CAPACITY (hAL(b":U UPLIFT CAPACITY (O5L(2MU SOFT BAR TOP ISAR O TWO al OECD0 2'-2' PRECAST (2)n 10000 1=0 10l,¢9 10s00 4'-a' 2'-W PRECAST (D R (2) ry (2) 11 9219 6940 oilel 10000 Ism 100a9 b9 ms6m 4'-1. 3-2' CAST (2) IS 4-8' 3.4- PRECAST (V) I (V 6364 ILbO® IeaIDe boss 5'-4' d'-0' PRECAST Q)IS (2)ry 10000 b000, bbit Iwe00 5 -Is' 4.6' PRECAST (p9 (2)5 S543 Sloss 1876 cm 6'-I' S' -& RECAST (1)4 (2l5 Moo Sloss son 10000 PRECAST al (y ry 10000 moo 6155 1001 6-6' 5d' PRECAST r114 (p5 woo call %1 100a0 1-6' 6." PRECAST (W'N (2)S 55BI IOOW d455 8916 l -B' B-4' PIR3r1A9i E)4 (2)1 $12 I 414e Nil 1.1. 6-5' T (])4 (pry 1436 'Vil 3%3 n B-/' f0 AST (1)4 M)9 6T94 mi@BVi 359 T060 9'4' 8.0' CAST 0)-4 0)E (2)9 52W 401 sells 5043 2121 221 DWI 414E -2 PRECAST (2)4 II.4 10.0 PRECAST (2)5 (2)5 (p5 10S 4221 3119 M; Q21 3119 3411 163 B45 1411 Sol 5170 281 D-0 IV.V PRECAST DNS 11.6' II-2' PRECAST al (Ds 1 199B 121E ISIS 4.0' D'-B' i (2) (2)5 2731 2131 10% 1260 14-8 13'-I' PRESTRESSED (21 (pry NEI 3M1 IQ Wfu 14'-0' PRESTRESSED (2)4 (2)n 2S45 2S43 653 Sea n-4' I6L0' PRESTRESSED (214 Ell 2B0 2280 532 105E 19.4' IB'-0' PR01RB6ED ills (L9 (D 5 1013 90 1813 16% 426 B 1 B/4 l% l0-6' PRESTRESSED (2) 5 21-4' 20'-0' PR6IREBSED (p 5 (IDS f2) 9 (l)5 13 INS 1413 1141 348 114 be 4 5' 22 -1,' 20'-0' PRESTRESSED (p 5 2]'d' PRE91R%ED (2)5 REINFORCIN;: SCHEDULE & LOAD CAPACITIES SAr I:. WORKING LOADS (PLF) B' s 14" COMPOSITE LINTELS @.EAR INTEL TYff - LNiEL BrEEL GRAVITY GRAVITY UPLIFT UPLIFT SPAN CAPACITY UPACITY cAPA01TY DAPAGTY 5OTTg1 BAR TOP BAR (0nL 0A (V5L VA fIAL 11AU (IIRL (Anti TABLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES -.APE WORKING LOADS PLF 8° X i „ $ RECESS DOOR HEADER LINTEL f94GTH CLEAR SPAN LNIEL TYPE LINTEL ®REEL BOTCH BAR TOP BAR ] GRAVITY CAPACITY oll (TAU GRAVITY` CAPACITY (IAA (IAU 'UPLIFT CAPACITY eIAA (TAU UPLIFT CAPACITY (IAA Tine -4 T Q20 10000 9 B 2-B' FRELA4T (2) 0 (pry 3651 WOOD t440 10w09 4.2' 2'-10' PRERAST (pry (21 ry 3306 956 bl a _ 10600 -4 3-0• LAST f1/4 (pry 300E 8053 6139 _ 9566 4-B 3.4' PRECAST (D4 !pry M9 6191 5160 1116 5-e' 4'4' PRECAST (119 - (D5 3514 3010 3211 1041 6.8 5.4' PRECAST (ON 1 1 113E 113E 2259 2895 1-B 6L4' FRI 0,l4 2 110E 2100 164E 2119 PRECAST (ll4 Twee 11e 1241 Fig-- B-5, 8'-4' PRICABT (214 5'a 1436 9l4 585 313� 8/16-S8/16-S01#5/�1���#5/ ) #5#5 8/14-S(,1)#5�1) #5 a r M•. •LL ,f m m • � 6 ti •6 ' m . N D 19/I6' �-Y 8/32-S-(1) #5/(1) #5 A R C H I T E C T S /Desi n Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII moor E 0 E O L C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00- 01 PROJECT : R5025.037 0000 1 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF `EE) FLORIDA 5/8/19 3.1 03F A R C H I T E C T S SQ.FT. CALC.'S IST FLR LIVING GARAGE 1,452 393 SQ. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 1,645 IS 18 SQ. FT. 50. FT, SQ. FT. TOTAL 1,862 SQ. FT, CUBIC VOLUME LIVING: 12,ro32 SQ, FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 7= LOAD BRG, WALL L I NON-BRG.WALL C OWOMNT AND CLADDNG WIND LOADS BASIC WIND EXPOSILAiE FOR 3 SECOND COSTS CALL # SOUARE FC>OTAOE WK/DR. XNN DESATXNI WINJDR SIZE zow So MPH WIND W VTH H Saff I 112 16 01 192' 84' 5 26.09/ -44 03 OHCsD 2 20 3066 DR. 36' 80' 4 30b4/ -30b4 3 11 25-SH 38' 63' 4 3231/ -42b2 EGRESS 4 11 E015 38' 63, 4 32.31/ -42b2 5 42 5068 SGD 14' 80' 5 28.14/ -51M 6 11 25-SH 38' 63, 4 3231/ -42b2 1 11 25-SH 38, 63, 4 3231/ -42b2 8 11 25-SH 35' 63, 5 30b4/ -51.18 EGRESS 9 11 25-SH 38' 63, 5 30b4/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFF(CENT=+.18 C. RISK CATEGORY=TYPE If EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS E CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED, (201-1) ALLOUJS THESE PRE55URES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS, 2'-0" 6" I'_0" 2xb WOOD FRAMED) • 16, O.C. CABINET 1 " DEL. TOP PLATE N SECTION I, 14'-10" 1 25'-2" 31-7" 31 3 61_0" 2' 9 O O r 25-SH 25-SH n EGRESS ■ GREAT ROOM 14'-O'xl9'-4' OWNER'S SUITE 14'-O'xl3'-4' a,-a,GLG. SHOWER HEAD C R/T � a ti ° 1 5'-2" 2'-8" 3 _0 I PATIO O1a -xi n�'w 6 HB 5 f ■ ■ _ _ 25-SH 5068EGO I CI R/T I DINING 10'-0'x9'-0' 8'-8' CLG. I I 9'-m° KITCHEN 8'-8' CLG. I ri ° , I I I ° CD A I 11 � L I I I I 3'_2" j I of u 11 R-- °� i REF- ----__ 12' SHELF IIC 3-SH " I I u " I ii+ °off L1 i l m I A/C 2x8 W.I.C. v [!KD6'-8' CLG. I irt! i I V-8' HEAD m m — — — — — J i i �- i I TUB ° b 8' AFF. ■ IR-ISH "-' -J <v ,��� - BEDROOM 3 W/H LLARD 2.8 u Ili )x 10'-O'xll'-0' COND. 3 ATTIC 1 I ACCESS I 3'-61, 4'-S" O 5'-10" 3'-6" 1'-4"" w' FOYER R/t I 3-0 BF. G \\ r---� _ 2-CAR GARAGE ��°� 2-6 -- IR ISH -- IV-O'x20'-O' _ OM.T. ■ ■ `� � 2 BEDROOM 2 N' m , CLG. ' 2 � -1(ZJ 8'-8' CLG. ■ ■ 13'-2" 4'-4" 5'-10" 3'-2" 2'-8° I'-10" PAD OUT WALL 12' AFF. C �. � v - `--ELECTRICAL PANEL PAD -OUT HB TRUCK BLOCK ® GARAGE WALL ■ 1 O 16'-0' X 'I'-0' OHGD BM ✓•■■-------------= I Al 8' 2 _4 2,-4" 4' - 8" IFLO O PLAN SCALE: 1/4 - 1'-0' ELEVATION 'A' a m m m in BM Design Gro u L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III"IIIII �vo■omomom� SVBDIV. LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXXOO-01 PROJECT#: R5025.037/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA' 5/8/19 A 11E:-.:L/4"=l'-O" HEET L� OF' u A R C H I T E C T S SHINGLES (TYP) SCORED LINE z- a- TEXTURED CEMENTIOUS COATI (AS I—) I—) I � 0'-0" FIN. FLR. v 12 15 u"NT ELEVATION SCALE: 1/4 = I'-O' ELEVATION 'A' oa'-S" BRCS. NCsT. 8'-8" BRCS. HC,T.� 11-011 II-011 ro'-S" HDR. HCzT. G'-S" HDR. HCxT.h _ q - —6' W. SCORED LINE (TYP) --TEXTURED CEMENTIOUS COATING; PER (ASTM C926)(TYP) oO'-O" FIN. FLR. 0'-011 FIN. FLR. 5t- OFF-RIDC;E VENT OFF-IRM)GE VENT ATTIC VENT CALCS AREA OF ATTIC 1864 SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.FT. REQUIRED VENTILATION AREA (8.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./Vw SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ-1N. REQUIRED IF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF s s c- �u� TENURED EIRCEMENTIOUS Iu� COATING PER C926J (TYP) ---—-—------------- - — - —- - 001-0'I FIN. FLR, SCALE: 1/4 = 1'-0' ELEVATION "A' f'-8' BRCS. NCsT. -- _ _-- 8'-O" BRCS. H4GT. HDR. HC;T.,ji------------- — - — - — - — - - — - — - — - - - — - — - - --- HDR, HCaT, 2'-011 TEXTURED CEMENTIOU5 GOATING PER ('4 Mo) (TYP) _0'-0' FIN. FLR¢_- N------------------------------------ ------ - O'-O'I FIN. FLR. JL G H T E"L E TI O SCALE: 1/4 = 1'-0' ELEVATION "A' 8'-8" BRCS. HC3T.h _—_—_-- II-0a Co' -a" HDR HGT.IOL _------ _ 5 OFF -RIDGE VENT OFF -RODE VENT 8'-8" BRCS. HCxT. II-0. — - — - — - — - - -- — - — - — - — - -------_ ----- - o0o1-8" HDR. HCzT. IS TEXTURED CEMENTIOUS u COATING PER (ASTM C926) (TYP) � O' O" FIN. FLR.----------------------------------------- - - COI O" FIN, FLR. CLEFT E" L1� TI N SCALD: 1/4 = 1'-0' ELEVATION 'A' 4Design GroupLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��III"'llll �om0om�m00J E 8 N 0 E L I� SUBDIV. 8a— LOT: OAKLAND LAKE (LOT 37) MODEL 1452 )CXX00-01 PROJECT#: R5025.037/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHr ECT: STATE OF FLORIDA D : 5/8/19 S( A :1/4"=1'-O" SHEET 5 OF ONNECT R SCHEDULE CON-ROL DATE01-0I-I5 CONNECTOR SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-15 1400 (1) IOd x 114' I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X I In' - NO I6d OPTION) (2) META-16 985 0) HTA 16-18 2800 NO) 106 x 1 IQ" -PLY, (USP; (10) led x I I/29 Iwo 114) I6d 2-PLY (USP: NO I6d OPTION) HETA-16 ISO HTA 16 1615 (5) 106 x I IR' I -PLY, (S) I6d 2-PLY USP: (10) IOd x I In"NO I66 OPTION HET4-20 1810 HTA 20 1615 (9) 106 x I In, I -PLY, (8) I6d 2-PLY USP: ll0) IOd x I Ia.' NO I6d OPTION } � (2) HETA-20 2035 (2) HTA-20 3110 (10) 106 x I IQ' )-PLY USP: (10) 106 x I IQ' 2500 f121 I6d 2-PLY (USP: NO I6d OPTION) Q 0 AST-2 2150 LUST-2 GIG (T) - I/4- x 2 1/4' TITEN, 2 PLY (USP: ELK (5) 1/4' WE, WOOD (16) 10d (n DETAL-20 2400 NO USP CONVERSION FOR SIMPSON DECAL-20 (IBJ - i0d x I I/2, I PLY MGT + 3G65 MUGT 4000 111 5/e' A.TR IN HIGH STRENGTH EPDXY (MIN. 11' EMBED), f221 i0d TO WOOD (USP: (2B) I0d TO WOOD) 1437-2 + 10880 HUGT-2 9365 (2)3/4' A.TR IN HK+N STRENGTH EPDXY (MN. 12' EMBED),(16) IOd TO WOOD (USP: WOOD (8) 10d) GT-3 H 10530 HUGT-3 9365 1(2) 3/4' ATR IN HIGH STRENGTH EPDXY (FIN. IV EMBED), (16) IOd TO WOOD (USP: WJOD 18T10d) LGT3-5DS25 3285 LOST-3 5330 /1218De I/4'x2 I!2' TO GIRDER [4) 3/B' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/B' X 5' WEDGE BOLT, WOOD (12) W925) LTA), 1210 PARALLEL TO WALL 1425 PERPENDOULAR TO WALL LPTA 1555 (10) led x IWl (USP: (10) 10d x 1 IQ' VGT 4S40 NO USP CONVERSION FOR SIMPGON VGT (1) 5/B' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD3 1/4'X3' TO WOOD (2) vGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) 1 (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MEIN 12' EMBED), l3D-Sp9 I/4'x3' / 2 PLY M79-12 1000 MTW 12 SS5 (14) 10d x 1 Ia' (USP: (14) IOd x I V2', 04) 1Od) HTB-16 ISO HTW 16 1660 (16) 10d x I I@" (U5P, (16) led x I Ia" (I6,1 1Od) HTS-20 I450 HTW 20 2045 (24) led x I In' (USP: (24) led x I IR', (20) 106) HTS-24 1450 HTW 24 2045 (24) 1Od x I IQ' (15P: (24) led a I IA', (2W led) LSTA-12 .. 525 LSTA 12 GIG (10) 10d USP: (10) 10d. LSTA-IS ++ 1235 LSTA IS 1360 (14) 10d USP: (14? 106 M6TA-I6 +• 1315 MSTA-10 SIB (14) 10d USP, (I4) 10d (n M57A-24 H 1640 META-24 I750 (18) led USP, (I5) IOd d MS7A-30 ++ 2050 MSTA-30 2140 (22) 10d USE,(22) 10d M57A-36 + 2050 MSTA-36 2525 (26) Oct UGP, (26)106 H M571-3b 3000 K0T1 236 3090 (36) E0d x I In' USP: (36) 10d x 1 In. (n MST)-48 GOSS KTSI 249 4250 1 (45) 1Od x I IR' USE: (48) led x I Ia, H& 950 LFTA 6 1595 (8) Sd TO PLATES, (6) Sol TO STUDS (USE: (I6) 8 [ x 1 In" (16) 8d) 51-4 885 SPT 4 945 (6) led x I Vl' TO STUD6 USP: (6) 106 x I IR' TO STUDS A34 396 MP 34 410 (4) 8d x I a. TO BEAM, (4) ed x I IR' TO POST. USE: (4) Sd x 1 1/24 TO BEAM, (4) BF! x I IR' TO POST. HCP2 645 HI 2 1070 (12) 106 x I IR' USE: (10) led x 1 1/2" TO TRUSS, (10)10d X I In' TO PLATE L OA 1340 RT I&A 2180 (I8) led x I In. UBE: 1W 10d x I In' TO TRUSS, (6) 10d X I In' TO PLATE VGT (HDU4 456G PHD 4A 4535 (16)-SOS /4'x3' TO WOOD, (10HOOS 114-4 1/2' WJ THREADED ROD, (2) NUTSAUA6HER4 PLY USP: 5/0' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOODSCREWS VGT ) HD115 4640 TDX 10 5110 (16)-5105 1/4'x3- TO WOOp, (GWG/4' STUD BOLT4 W/ THREADED ROD, (2) NUT&4UASHER/2PLY USP•. I/5' ATR MIN. 1' EMBED SET IN HIGH &TRENGTH EPDXY (4) 7/8" THRU-BOLTS ABU 4A 2200 6665 PAU 44 2535 SEES (V 5/5' ATR N HIGH STRENGTH EPDXY, (MITI.. T' BMBEDJ IN GONG, (12) I66 TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13015 (U 5/e' AT.R IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC„ (12)166 TO WOOD USP: SAME AS SIMPSON (n LTTI9 .+ 1340 LTG IS 1205 (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MN. 1' EMBED.) IN GONG- (BAOd TO WOOD USP: SAME AS SIMPSON 0 LTT20B ... 1500 LTS 205 1OIS (I) IQ' ATR IN HIGH STRENGTH EPDXY, MN. E EMBED) IN CONC., (10AOd TO WOOD USP: 3/4' ATR MIN T' EMBED GET IN HIGH STRENGTH EPDXY, (10) led, (10) 10d x 11/2% 2-11P U HTT< 4455 HTT45 446G (U 5/e' ATR IN HIGH STRENGTH EPDXY (HIM'- EMBED) IN COND, (16) SOW I IR' (USP: (20) I6d X 2-Eno U5P HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-IR', (20) I6d x 2 Id' Z Q HITS 5090 HT745 5430 (I) 5/0' ATR IN HIGH STRENGTH EPDXY (MIN. T EMB€q) IN CONC. (26) I6d X 2 IR' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (25) led, (26) led x EIa', (20) Ibd x 2 VP HHDOII-GD9 25+ ISO UPHD II 12050 (U 1- A.TA IN HIGH STRENGTH EPDXY, MIN 1O' EMBED) IN CONC., (24) BOB YV x A' WOOD SCREWS (USP, (24) LISS WOOD eCREWG) H07B 6S45 TOX 10 5110 1�1)141 AD. IN HIGH STRENGTH EPDXY, MIN, 1' EMBED.) IN CONO, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/6' BOLTS) (n MBHA 356/1125 3475 5330 NFMG5X12U 3165 1130 FITIMF N: (1)3/4' A.T.R IN HIGH STRENGTH EPOx", (MIN 6]5' EMBEDMENT) IN CM,¢'OP.: 1) 3/4. ATR IN HIGH STRENGTH EPDXY, (MIN, 6.15- EMBEDMENT) IN DM J. FACE, I18)10d TO 5E4M USE; lU VP J-BOLT W/ MINIMUM 6: EMBED, + NOT LESS THAN 4- FROM EDGE OF CONO W/ 3/4' DIA ITW RAM6ETR�DHEAD DYNA BOLT SLEEVE ANDHOR.OR EO. W/ MIN. G' EMBED DEPTH INSTALLED IN THE FACE. cl� LJ (� HUSC4I2 (WOOD) 3635 2660 (FLR) HU84F1{F SOSO 2530 (FLR) (10) I6d TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 !ROOF) 3225 (ROOF) z HJC410 (CMW 1010 SIDES H0410 IF 1905 3175 lle) 1/4' x 2-3/4' TITEN (9 PER RANGE) TO CM, (10) IOd TO WOOD: NSP: (IS) 1/4' x 3' UI SCREWS, (ID) 106 TO WOOD. Q HUC210-2 (CMW ISO SOBS HD210-21F 1905 3115 080 ll a 2-3/4' TITEN (S PER FLANGE) TO CFN, (10) 1Od TO WOOD: (USE: (I8) 1/4' x 3' W53 SCREWS, (10) led TO WOOD HUG210-3 (CM) !810 4000 HD210-31F 1805 3115 (18) I/4' u 2-3/4' TITEN (9 PER FLANGE) TO CM, (0) 10d TO WOOD: (USP: (18) I/4' x 3' W83 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SO4 (4).3/8' x 4' TITEN HD ANCHORS (2 PER FLANAME TO OMU, (4) 1/4' X 2 In' SDS SCREWS TO WOOD HIGH 5TRENGTH EPDXY = 6:MP51-N 'GET EPDXT-ME', CONTACT -HE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TMTNG FOR. SIMILAR EPDXY PRODUCTS OR USE - C'A ADHESIVE ANCHOR'NG SYSTEMS. . WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP. THE VERTICAL CELL IN CMW WALL MUST 99 FILLED SOLID w/ GROUT. . 1Od COMMON NAILS CAN BE SUBSTITUTED WITH led x I IR' NAILS IN CONJUNCTION WITH A 23% REDZTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITEC- 5 RECUIRED FOR -R5 APPLICATION PRIOR TO INSTALLATION, (n MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Li 1— 0 A.T.R. = 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITION6 THAT MAY AFFECT CONNECTORS, THE CONTRACTOR M'JS- BE RE5PONFIBLE FOR MAKING SURE THAT 'HE PROPER CORROSION PROTECTION G USED, WHEN U51NG 5TAINLE65 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51NC ZMAX / H6IG GALVANIZED CONECTORS. USE FASTENERS GALVANIZED PER A51M-AB3 USE OF EXPAN61ON ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL SAGE AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALJES 545ED ON SIMPSON 'WOOD CONSTRUCTION CONNEC-OR6 C-2013" ,'HIGH WNP-RE5ISTANT CONBTRUOTION C-HIL'09, AND ANCHORING a FASTENING SYSTEMS FOR CONCRETE a MA60N'RY CATA-OC- C-GAS-2012. 1 EXTERIOR MASONRY WALL 5fI HEIGHTS LOAD BRG. WALL NON -BD MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO gITO. U'NUO. 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR 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 J5 (2) META-16---�_ 54Cs J4 �� �r %Q It �� l� � It ND %D %D %Q v c� ROU"F PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' (2) META-I�o A R C H I T E C T S Design Grou L L C 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII L■�avm0m0m� E 8 E O L co L svBDIV. & LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 X}IX00-Ol PROJECT#: R5025.0317/00001 PAGE: ROOF PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT*1 5 /8 /19 SOIL]- 1/4"=1'-0" 1 ;EET 6 or ELECTRICAL LEGEND 5YM50L DEFINITION NOTE5 I I 110v DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GRouNP FAULT (TAMPER RESISTANT GFI RECEPTACLE TYPE) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED W/ 6RQUNP FAULT LL1� \U/CSFI RECEPTACLE INTERI PTER (WEATHER PROOF) SWITCH 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- K KEYLE55 LIGHT FIXTURE- V P VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - uC UNDER CA5INET - LOW VOLTAGE PANEL PANEL METER SD SMOKE BAIT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECT11P CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTLD CEILING BOX REQUIREP TO BE O J-50X SUPPORTED IN ACCQRPANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES iV TELEVISION JACK TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TRANSFOR I -ER BANK: 50kVA VOLTAGE. 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDEWAROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDES (120/240 VOLTS) MAXIMUM FAULT CURRENT: 1S3W empe SERVICE BY OTHERS (3) • 2/0 THHN/THUN COPPER CONDUCTORS, lU • 6 THHN/THIIN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP 120/240 LT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 — AMP. PHONE / DATA WEATHER PROOF BOX MTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL. MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE04 THHWTHUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOSE;, IF PVC IS USED THERE IS NO 5OND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX COACH LIGHT ELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' 20 AMP =T FOR VE A R C H I T E C T S Design i0 U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1 �IIII"IIII �omao�omom� E 8 N E i^ L SLTBDI LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA �/13 /19 S ALE• 1/4"-1'-0" SHEET OF NVR - Business Use Only Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use %" Tapcon with sufficient length to achieve a 1 X" min, embedment with 2 %" minimum edge distance Fixed Glass +29.65/-3&87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-2/4" embedment. Required anchors: Head/Sill (6), lamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'O" FL 5891.5 N/A Frw Tapcon %", Min Embedment 1-1/4", Min Clearance to edge 20, Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4, Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 16x7 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1 4" x 1 ] 4" min embedded Tapcon. Max spacing of 7 " and 1" WID steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, $G Tapcon or 1/4" x 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP system FL 17147.1 N/A 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: _ Design Prof: Architect Cert. No. AR0012079 Date: seal A R C H I T E C T S Design ro u p"LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'llll �om�0m000m� E V E O sUBDIV- T: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 5 K8 /19 SCA :1/4"=1'-O" • e (115 REBAR VERTICALLY (0 5 REBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) R-4.1 INSUL, MIN. TEXTURED CEMENTI01.16 OOA7ING z 8' CMu z PER (ASTM C826) (TYPJ - _Q i e'CMU h L� Vl' GYP. ILL. BD. O CURB HEKiHT VARIES O WOOD BASE r r IH m w a L —W, � 3 1f2' CONC, RERF. W/ b'xb' ° a `. °? d WIAxIJIIA MW OR FIBER" IESH ON 3 1/2' CONC. REINF. UJ/ WKS' 6-MIL POLY ETHYLENE VAPOR = WIA)MA WLF OR FI5ER'1ESH BARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILL VAPOR BARRIER ON z W z E WELL -COMPACTED CLEAN TERMITE TREATED FILL 4' 4' 4' I I/A' RECE88 m E ' 4' 4' 0 jl,4 O 1'_0' m 0 11 (2) 5 REBAR ON CHAIRS (2) 5 REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL AT GARAGE SCALE, R •I'-0' WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR — 314 COIJO. FEW. UV 6k6' WIA>AUA UIF OR FBEIAESN ON 6-MIL POLY ETgTLDE VAPOR v W -Lv DAFFIER O IIELL-COMPACTED n — CLEAJI 704117E TF£ATED FILL ° ip '� Il 3I/1'CONC, REINIF. W/ 6'xb'77� WIAxWL4 W1F OR FIBEIZI"IESH ON 6-MIL POLY ETHYLENE VAPOR ONC, FQINF. W/ 6'x6' A LLILF OR FIBER'1ESH CN PAVER BAD BARRIER ON HELL -COMPACTED POLY ETHYLENE VAPOR 5 REBAR ON FOOTING CLEAN TERMITE TREATED FILL4' IER ON WELL -COMPACTED TERMITR TREATED FILL 4' CHAIRS BEYOND , ZSS EXTEND FOOTING(0 5 REBAR CN CHAIRS FOR PAVERS GARAGE STEP-UP UNDER PAVERS BAR ON CHAIRS NON -BEARING GARAGE DOOR FOOTING U SCALE: L2'.I'-o' PAVER RECESS �1C�? ENTRY DOOR tJ ti SCALE. VA'.I'-0• SEE MANUF. PRODUCT DETAILS FOR REOUIRED SIZE AND DEPTI z OF RECESS FOR SGD. TRACK E w 4VAIRIrs FMISH FLOOR Q (0 5 fF'EBAR SET IN SIMPSON NIGH " s w > z �BiF'ENGTH EPDXY 6' EMBED. MIN. (2) 5 REBAR • I -STORY L (3) 5 REBAR 2-STORY a e e � ° d° OUTSIDE MBAR TO BE -d° C 14TMJOU6 3 1/2' CONC, REINF. W/ b'xb' °. WIAxWA LJLF OR FIBER9ESH ON e 6-MIL POLY ETHYLENE VAPOR ` e°` BARRIER ON DELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-1' MIN. LAP SLAB AT S.G.D. 11 OCALE,I'0-0' TYP. RETROFIT FOR A OMITTED DOWELS �REBAR LAP AT FOOTING A_rz• -0 lJ 8C /J .I -0' 71E VERTICAL MBAR t0 HORIZATIONAL MBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER FLEV. E i C a ' I I GLEANOUT REQUIRED R n- FOR INSPECTION z ' Z--T- FIN. FLRL (1) 5 VER'I'. DOWEL ° LAPPED W/ BGND BEAM - TIE VERTICAL MBAR (V 5 REBAR AT CORNERS ° TO HORIZATIONAL _a o REBAR W/ 10' HOOK W/ 25' LAP MIN. _ m0 TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS (_v1 REINFORCING SCALE: In'•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 up.com AA #: 0003325 �IIII"IIII Lynn camom& SUBDIV. & LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXXOO-01 PROJECT#: R5025.037/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE >5 /8 /19 SCal.E: 1/4"=1'-O" 1 I NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED 70 PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK I' DRYWALL I' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or �'x4' MIN. � lx4 or Ix2 P.T. NAILER P.7. Ix4 or �'x4' MIN. FASTENER SCHEDULEOFJAMB OR ATTACHMENT) DOOR CASINCx F,asT�k-NER SCHEDULE �FOR ABttACN�rtEN�T Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and IS' O.C. MAX P.T. Ix4 or'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) �r,' TAPCON (MIN. EMBEDMENT 1 J') WINDOW TO BLOCK (+Y4 or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 9 15' O.C. MAX DOOR JAMB TO BLOCK (+Y4 or +4") DOOR JAMB TO BLOCK (+3") (I) DRIVE PIN, 8' FROM EACH END and 9 18, O.G. MAX 4A SCALE:1'4-0' 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) a' TAPCON ❑ DO NOT EXCEED " ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK ENE) and 9 18' O.G. MAX I' DRYWALL 8' CMU BLOCK' DRYWALL or P.T.2x (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOWiDOOR JAMB BLOCKNG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING �y' OSB (4° WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 114 SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW a PER MFR'S SPECIFICATIONS EACH END and a 18' O.G. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: � INSTALLED PER SECTION R905 OF THE FBGR) WINDOW TO BLOCK (+1 2") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8'TO BLOCK w/ )FROM EACH 6TH EDITION (201U � OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 2") THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and 9 16' O.C. MAX METHOD PER 'NAILING SCHEDULE' 48 SCALE: r:r-0' w/' TAPCON MIN. I 'EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8 FROM EACH END and 18' O.C. MAX RE -ENGINEERED ROOF TRUSS 7 MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 /6 ) DOOR JAMB TO BLOCK (+3 /6") MIN. EMBEDMENT 141 MIN. HEAD 61ZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE; 7 SHIM AS NEEDED 4F SCALE: r=r-0' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR 'HIGH ❑ DO N07 EXCEED P.T. 2x8: �1 2x6 SUB -BAND-- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS 7 VENTED;. ONG. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 15 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a IS, O.C. MAX ,PER PLAN (SEE WINDOW/DOOR JAMB BLOCKINC3 RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' 065 (4' WIDE MIN.) TO PLUMB JAMB. or (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), _ (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED m 18' O.C. MAX ATTACHMENT PER MFR PER PLAN) DOOR JAMB /WINDOW SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS" DRYWALL MIN. HEAD SIZE .300 NOTE. P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 (SEE WINDOW/DOOR JAMB BLOCKING F.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) w/ 6' TAPCON MIN. I 'EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL PLACE SILL (PER BLDR MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON I' GYPSUM WALL BOARD EACH END and g IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I a) 8' FROM EACH I' TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) ENE) and 6 18' O.C. MAX COATING MIN. (PER ASTM GONG. POURED CELL WINDOW TO BLOCK (+1 /6) or NTEt C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and 6 IS' O.C. MAX 8' CM P.T. FURRING STRIPS 16' O.C. 4C SCALE: I'4-0' THROUGH NON-STRUCTURAL MEMBER (lx or �(,' 055) MIN. SHANK SIZE .145 w/ j' 1'APCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT I j" NOTE: WINDOW TO BLOCK (+3 %6") ° SHIM AS NEEDED „ To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 7is) P.T. (2) 2x6' RE ONCRETE SLAB DO NOT EXCEED SECURE TO BLOCK w/ (2)' 7APGONS ° �' 4G scaLE: r=r-m' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I ') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX XTERIOR WALL FOOTING ' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WMDOW/DoOR JAMB BLOCKWs SIMP50N HT520 w/ (10)10d NAILS TO TRUSS 4 9 18' O.C. MAX u2 FOR SINGLE STORY SCALE: 3/4':I'-0' FASTENER SCHEDULE ATTACHMENTP.T. Ix (4 WIDE MIN.) ACHMENT (4) J'X2 j" TAPGONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING::7 ONTINUOUS BOND MIN. EMBEDMENT I j' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'5 SPECIFICATIONS UPLIFT UP 70 2350 Ib BEAM (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 4' TAPCONS ---- - P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER Nx or ' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) ' TAPCONS b (MIN. EMBEDMENT 1 4') 8' FROM EACH r W/TAPCON MIN. I i' EMBEDMENT INTO BLOCK .. F END and 18' O.C. MAX TAPCONS MIN. or OPENING 22 x 30' MIN. WINDOW TO BLOCK (/+2 %4' 2' COVER (2) DRIVE PINS, 8' FROM EACH END and OOD CASING AT SIDE l ) 2' APART 6 IS' O.C. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 �4 MIN. SHANK SIZE .145 3 scALE: N78. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP. ( ) TRUSS ANCHOR RETRO—FIT PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D scAl E° r°r-m' S SCALE: N.T.S. MIN. HEAP SIZE MIN. EMBEDMENT IJ�1 A R C H I T E C T S Design 1 O U ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIINIIIII ��emoo.omaog E a E 0 Z SVBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA D* E: 5 jj8/19 S ALE:1/4"=1'-0" 1100-01, ., NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE �( ' O.S.B. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. m SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS le b' O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 9 4' O.C. EDGEWISE, 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %8 CDX EXTERIOR PLYWOOD or 5/2' APA-RATED 0.5$. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 9 V O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, EXTERIOR WALL SHEATHING fib' O.S.B. or PLYWOOD or X% ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 6 4' O.C. m PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP d BOTTOM PANEL AND 8d RING SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NAILS a 4" O.C. F— TOP 4 BOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.63. TO BE STRUCTURAL GRADE) E TOP CHORD BLOCKING 9 4' O.C. MAX IN FIRST (2) FRAMING PRE-ENGINEERED TRUSS or RAFTER BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C Sd RING SHANK GUN NAILS a V b.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) CSd RING SHANK GUN NAILS a 12' O.C. IN FIELD rail 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS ID 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T463 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SECURE TOP PLATES w/ 16d COMMON NAILS a 4' O.C. 2-ROW6,STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN V-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 SCALE: 3/4':I'-0' A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�"IIII"II Lv�movomvv� SVBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA /8/19 VTCR of (1) 6 EA �' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILSRE ECURE 2x(o MIN. TO BLOCK w/ (2)y' x 9 WASHER SE ' ANCHOR BOLTS w/ 2' B T IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP --- HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT I GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' -PRE-ENGINEERED TRUSS T GYPSUM BOARD OR �' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS g 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ Imd MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' /--PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) -6 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 %s BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY O NAIL w/ WASHER Q 32' O.C. MAX. FF—CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'4-0' ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER ' CMU BLOCK f EATHER STRIP MOLDING AROUND DOOR PER MANUFACTURER'S SPECIFICATIONS) 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 5IMP60N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I° nIN. suDe VERHEAD GARAGE POOR (BY OTHERS) Roots ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT= STATE OF FLORIDA DAT 5,�/8/19 S ALE:1/4"=1'-0" 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 STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM CI063 1,10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 15) 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 ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ° 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 FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR 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 STEP I INSTALL FASTENERS (CLIPS, 5TRAP5, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING ,PIPE PENETRATION DETAIL J SCALE: MT3. 6. TO e' f� AP M N.I 6TO 8' 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED '@1" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6° TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD ,TYPE "M" CONTROL JOINT 1 WALE: N.T.S. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS /7 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. STEP 2 SECTION TAKE SECOND 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 PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 02, 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: SIDE LAPS OF METAL PLASTER BASES SMALL 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 ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI WRB #1 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf 12 TO BE LAPPE VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: NT.B. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 511DING (PER BUILDER) WEEP 5CREED MINIMUM CLEARANCE (PER MANUR 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 "L" FLASHING 4 SCALE: aLTs. NOTE: APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6" @ VERTICAL LAPS (ROLL ENDS) d 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 11I METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X x STUCCO- - WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-641-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S /Design Gr()u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FAF �"IIII"II �o�mmoomJ sUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT sc :1/4"=1'—O" s Al $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN, STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER 04 n ASCIA WRAP KICKOUT DETAIL 5 SCALE: N.TS. ""'" " *^ "'ECEIVE 1 GOAT OF SHER-CRETE -,ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT ,� PENETRATION V SCALE: N.T.S. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ( "GREAT STUFF" OR SIMILAR) '—FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP IS TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y" SEALANT 1@ JOINTS ALL AROUND " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPEfi VENT (FRAME) OVER "QUICK FLASH &RDRYER ALE: N.TS. PIPE THROUGH WALL TRUCTION SHEATHING WOOD FRAMED WALL BUILDING PAPEF UNDER "QUICK FLASH" WOOD SHEATHI WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, WOOD- FORTIFIBER CONSTRUCTION BUILDING PAPER (OR S" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER %s" TO 115" MID -WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME' nlei e_ urn VENT PENETRATION A SCALE: KTS. WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/6' TEXTURED FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER 1@ 7" O.C. MAX %s" TO %` MID -WALL WEEP SCREED -6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING -TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREE] (FRAME TO BLOCK; Cr AI C •IT6 NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE, STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER 111, STUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e ALL SIDES DRYER VENT (BLOCK) V 1� SCALE: V.S. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING - SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-84l-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: V.S. (FRAME CONST) STEP 3 A R C H IT E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 �nmmu �e�ememow� E 8 C6 4)E O c 0 L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTEC STATE OF FLORIDA DATE://%l8 /19 SG,A"iE: 1/4"=1'—O" s/WA 2 WOOD SHEA WOOD CONSTRUCTION %" HAT CHANNEL W/ %11 TYPE 'X" DRYWALL WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-150 — CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) I 6' SELF-ADHEREING FLASHING WRAPPED 'a CORNER OF CANTILEVER AMICO AM66-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. I1xON►u1 DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD I I I 5/8" TYPE 'X" DRYWALL W/TEXTURED d PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD a NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 A DRIP EDGE INSTALLATION $CALE: N.Ts. 2x FRAMING MEMBER " THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 1@ 1" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) *LCORTNIR BEAD C FRAME F,774Z21, CORNER BEAD (FASTENER 4 SPACING la 7' O.C.) V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD C BLOCK 1(.r1J SCALE: N.T.S. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Lvomomomov� E 8 vi N E s c m L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT*: R5025.037/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DArlF 5/8/19 Sq;": 1/4"=1'-O" 1 V V A3 WOOD SHEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "SELI=-ADHERING FLA5HING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5' (OR APPRON WRB LAYER #2, FORTIF15E PAPER (OR APPROI I' $" TH CEMEP 6' 5ELI: WINLvw rL_,ylvuc CASING BEAD @ WINDOW (FRAME, NO BAND) 1 Jti SCALE: MTS. iTUCCOWRAP > EQUAL) IG =0RTIP1BER R (OR 1AL) I :R WOOD 5HEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT- PLA5TER ANGLED CA51NG BEAD 6"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD 5HEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH III view FOR a THICK, 3 COAT CLARITY) CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD @ WINDOW (FRAME, W/ BAND) 13B SCALE: N.TS. METAL LATH $" THICK, 3 COAT CEMENT PLASTER II' -ADHERING FLA5HING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER 11, STUCCOWRAP OR APPROVED EQUAL) ORB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5T UCCO WOOD SHEATHING 7,7Ji�T� 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 6PECIFICATION5) $" THICK, 3 COAT CEMENT Y4' GAP TYP PLASTER GATING BEAD METAL LATH IX TRIM MEMBER 6 STUCCO TO TRIM TO 511DING TRANSITION WRB LAYER 02, FORTIFIBER 511DING BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING i X. .,. r—is---- WRB LAYER 11, 5TUCCOWRAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" 5ELF ADHERING FLA5HING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 1 `t SCALE: N.TS. ( CROSS-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (EXPLODED VINYL (OR APPROVED EQUAL) VIEW FOR ' CASING DEAD CLARITY) CASING BEAD @ RAISED BD (FRAME) @-WALE.- N.TS.AN / 5y: GAP TYP EALANT METAL LATH GATING BEAD 5EALANT TGWIN DGW WRB LAYER 12, FORTIFIBER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP ORB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) T7 *APPLY FULL BED OF 5EALANT BETWEEN — FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING 17py SCALE: N.TSN.TS. WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLA5HING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, PL 32750 PH: 407-774-6078 PAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IIYIIIIIA ewoommme� E 8 N E I0 L SVBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 moo—o1 PROJECT#: R5025.037/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 0.1 DA rE:8/19 SC :1/4"=1'-0" SHE�E��T� UV A4 CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWR,4P LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WE) 5TUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1u R E:V.S. (FRAME) APPLY 081 H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHINCs (PERM -A -BARRIER OR AAMA -114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL 1 Uti Y_dl F Ni8 TEMPORARILY I-ni T 1_1 is e SECURE HOU° "' A UNDE FOLD IN AT J, SLOPE INSTALL 6" 5ELF-ADHERING FLA5HING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW 51LL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF 51LL R.O. MECHANICALLY FA5TEN FANNED EDGE5. (CAP NAILS, 5TAPLE5) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING A5 THE FLASHING AT THE SILL airjr u NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 SELF -ADHERING FLA5HING MATERIALS U5ED DURING CON5TRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER5 WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLA5HING MAY REACT ADVER5ELY IF NOT COMPATIBLE. 01-1 dG INSTALLATION NOTE; MASONRY) SEAL INTERIOR PERIMETER OF WINDOW WITH 5EALANT 6" 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLA5HING 1" MIN BEYOND JAMB FLA5HING IN5TALL VINYL DRIP CAP APPLY 3/s" NOM. CONTINUOUS BEAD OF 5EALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLE5 OR 5LOT 5. SUPER 5TRETCH BUTYL FLASHING STEP 3 L—g" VERT. END DAMS REQ'D. AT EACH END OF 51LL L7 I ►', f / MIN. TEXTURED ;EMENTITIOU5 COATING )VER BLOCK �15EWRAP DOWN 4 DIAGONAL CUT 4 MEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 STEP 8 IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND 5QUARE f MANUFACTURER5 WRIT INSTRUCTII APPLY FLASHING c INSTALL 6" WIDE BACKED FLEX15L MATERIAL OVER DRIP (PROTECTO-WRA OR APPROV 3" MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS e") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 L7 ACALE<NTA_ STEP 5 U 1LJx U 3" MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS a") SIDING LOOK S. FLORIDA A R C H I T E C T S Design CO U {TLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 37) MODEL: 1452 XXX00-01 PROJECT#: R5025.037/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA D E: L5/8/19 SHE�E��T� VV A5 An'—n n n I, r r r n n r n n r ro I �� t J J1 e m J3 J3 J5 J5 IL ASO [V A7 N A6 A5 A4 A3 A2 Al A.2 A3 A4 A5 A6 A7 TJ AB III N N Ct B1 1a c � T C1 B2 � V I Tv C2 B3 N C3G B4G J4 a J4 J4 J4 J2 J2 J2 J2 C16 N d' b as KI t0 t0 d N 4u —V APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8,r ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (D HUS26 © HGUS26-2 (D THDH26-2 Q HGUS26-3 (D THDH26-3 OD Q RT16A (D CONNECTION BY BUILDER 5I 8. BRG. El TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI), 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED . ��.s - . �--+� �+�•, -.: � :� -�: TITLE DATE NO 7 if aIEWED 13 REVIEWED AS NOTED REVISE 6 RESUBMIT ❑ REJECTED/ RESUBMIT 13 NOT REVIEWED ❑ FOR YOUR INFORMATION Selmittals are reviewed for conformance with design intent and paeral compliance with the Contract Documents only. Notations Do Not Authorize Chanifes to Contract Sam. Reviews, Comments and/or corrections does net ratio" the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming sod correlating NI quantities, dimensions, futmraeces, clearances, fabrication processes, techniques sod sequences of co truction, compatibility of materials slid materials coordi ion of their work with other trades sod subcontractors rformroce of work in a safe and satisfactory maggot an t full compliance with the Contract Documeds. E EVIEWED BY A. B. PWGN GROUP All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE •BCS-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING INSTALLING 4 BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE To BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE Na SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WIN REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL E-REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Z HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(iow—rise)/C—C hybrid Wind ASCE 1-10 Exposure Category : C Bldg Category: 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 wind Load Duration Factor : 1.60 Mean Roof Height : 15 ft. BHno M BIwMv Shuct Eno 176051 2590 N. MNCS HIGHWAY FT. PIERCE, FL 34951 (772) 464-4160 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design S0NTR U (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings C�ns�u_a�e INC. must be olaced during the erection procedure. 2590.N. Kings HlahwaY Fort Pierce, FL 34951 • � rQ1 3/16"=l'—O" 145 DRAWN BY: 8 1dhc 1452—A