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BUILDING SITE PLAN
FILE COPY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET l GN GENERAL NOTES RECEIVE ( D 1 FOUNDATION PLAN 2 DOWEL PLAN ST. Lucia county, Permilting 3 LINTEL PLAN XXX0 0 — 0 0 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i pull 1H Nkxnes ya n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC 7 SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN . �IFrost line DESIGN UNDERLAYMENT ' FREEZING ANNUAL LOAD (mph) effects' CATEGORY` Weathering depth' Termite` TEMP` REQUIRED HAZARDS INDEX TEMP' N/A 160-C N/A Negligible N/Aer Hea Y 45 N/A 'L N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION •OCCUPANCY - RESIDENTIAL, GROUP F'3 •CONSTRUCTION TYPE - VB IST FLR. LIVING 1,633 50. FT. • MIN. INTERIOR FINISH - CLASS C •BASIC WIND SPEED - VULT = 160 MPH TOTAL LIVINGS 1,833 SQ. FT. - VASD = 124 MPH GARAGE 411 SQ. FT. RISK CATEGORY II ENTRY 22 SQ. FT. • EXPOSURE CATEGORY - EXPOSURE C F'ATIO 21 SQ. FT. 91-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE: CODE: TOTAL 2,281 SQ. FT. STATE OF FLORIDA CUBIC VOLUME LIVING 15,4341 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA TUSCAN (ELEVATION s) 50'-0" 46 =0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS 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 I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll �v■0vovovm� E 8 0 SUHDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT.- STATE OF FLORIDA Sit 1 ATE: 12/17/18 ` SCALE: 1/4 11 -1'- 0" SHEET C S or Mw 00 z� Ow J Y .. o I I o$0mo w 0 0 Z ..ww o Uww0 _ �j- LIJQ FW W QJki W 1[p/lW��p .) o et IXIX CC 4r U O CL i 0�9« O W Z u� aaZu`�w 3 W fA — !/3 cc CCU GENERAL NOTES 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, 13, 14. 15. 16, 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) Al SLEEPING ROOMS 30 A.2. ATTICS WI STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS rPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADA _ C. 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT(GC_pi) 0.18 E.5, OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THEARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2014 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 R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PgRMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEIUNG ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING COD€ RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4,I OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1 2, 3. ' 1 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 A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6& TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %:-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %a THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALLAPPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/a . 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''Y4. 7. PROVIDES -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. BEAMS 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). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE It OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =15M 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 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m� IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R50624.2 (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 T' B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.A. #11 AND SMALLER y" ,D. BEAMS &COLUMNS: P D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%d' 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. & 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. & 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. TIRAQCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) R NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. 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: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA -THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 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, S. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 12' CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518- OSB EXPOSURE-1 OR 51B' CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE ''/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD OR 15/3Y APA-RATED O.S.B. OR 12 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. 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. IT PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSVTPI 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/EXPOSURE 160MPH/B 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 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, 131 1IAACIAI/± 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. CPVCOR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ` PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTMF 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 2606.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINE �" S SHALL BE MINIMUM /. PVC (SCHEDULE 40), INSULATED WITH /: AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM '/;' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 'X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.102.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION i. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S 1441 N. KUNALU HGAUAN 1:3LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �'lll"'lll �om�omovomJ SLTBDIV. Bc LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA cc�� �Se% DATE: 12 /17 /18 SCALE: 1/4"=V-0" SHEET G OF SECURE STRAP TO CONC. W/ (2) 3/16'4" TAPCONS 3 1/2" TI CONC. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 111 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' 8%. POLE ON 1/4'xg,' DIA. BASE (2) I/2'xb' AjB- 11 -4 11 � BOLLARD DETAIL STUDOR AUTO -VENT r I 2'� 2" 3' 1 S;UDOR 1 3 AUTO -VENT KrrCHEN SINKS 1 2 I AUTO VENT 21 \ 1 2" /��2. �'-\22 T " WASH J1V s i Y 3 �2' 2, -12. 2. 2 WC 1 3. 4. INWARD CLEAN -OUT 4- OUT-WARD CLEAN -OUT q4" PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES I I 1 DI I I 17'-3" wH PAVERS LL ME ME 1 11 �1 DI N m 9 21'-4" 31 -9 C3 1/2' CONC., REINFORCED W/ (o'xb'-WIA x WIA ON b-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED CLEAN FILL oL0'-0' FIN. ELEV. FIN. CONC. SLAB 1/2' 7'-10 1/2" TUB/ SHWR 14'-3" ■ P"- i °I \ -i I �x` I 3/4' ■ > rr -1, F`. .' 1 4i A/CONDENSATE I _ ii�• II n a III �<< I -' LINE L4 SINK k��em� r-=—_ 11 ' n I All II C1J I i"il, III I �._-II II �.\ I ■ �p `� `°Lo�•� `�'y i�p ii DI � ��o I 1' PVC CHASE----- i *-4' FOR ELEC. I I II p WH pi I ( COND." I `9 b0X34 -�� a) ';' i SHOWER"_ EXTEND I BOLLA nl i I PAN I in SLAB 1 1/2' 4- I ■ 6'-0" 23'-6" I 3'-2" 3'=3" 3'-5" ro D1 mSA DI -6' RECESS SLAB DI I Dl N in m FOR PAVERS � 14'-(1 3'-4" 12'-4" I 19'-10" 24'x24'xl2' CONC. ■ I — 30'x30'x12' CONC. FTG. W/ (3) s ■ ■ FTG. W/ (3) 5 REBARS EA. WAY 1 REBARS EA. WAY I 8 ON CHAIRS MIN. DI 3' OVER MIN DI I 3' COVER I— — — — —B. ■ ■ ■ ■ ■ (PAVERS ■ ■ ■ �— _ — — 6 I/2 — — — ■ 61 IN ■ - PAVER ■ ■ m EDGEIN LINE "r-Ir -0' 4'-S" '-0" 2'-3" 16' 0" S.-0" 20'�-la" 50'-0" F IUNDATIN PLAN SCALE: 1/4 = 1'-0" ELEVATION 'B' I E 3 1/2' CONC. SLAB A R C H I T E C T S 4Design Groulrinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 oil III Ligammomommo&F E 8 E ^O i L ommmmm SiTBDIV. & LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA i DAtii'E: 12/17/18 SCALE: 1/4"=l'-O" SHEET OF 0 A R C H I T E C T S FAX:407-774-4078 www.abdesigngroiop.com AA #: 0003325 �I"IIIII'I � v�mamOvvoJ E 8 AN W E ^O i SUBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA %i),Ec It 20`� DATE: 12/17/18 SCALE: 1 /4"=1' — 0" SHEET 2 OF 0 WALL LEGEND V-V 5LK BRG. SHEAR LUALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO CABLE N/63 FOR MINIMUM 0 REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTTS CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PR (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENT5 L-I 4'-6' 8/22-S-(UU/(I)L RECESSED L-IA 5'-10' 8/16-5-(UU/(UL L-2 1'-8' 8/24-S-lIXJ/llX L-3 11'-4' 8/28-5-(I11/CIX PRESTRESSED L-4 4'-6' 8/24-5-(I)U/(IX L-5 4'-6' 8/24-S-(I,)U/(I)L L-6 0'-41 8/24-5-(I)LIKUL L-� 1'-8' 8/24-5-(IX1/llK L-8 4'-6- 6/24-5-(I)U/(IX ASTm4C419ET4C LINTEL SCHEDULE C LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' 81=22-15/IT RECESSED L-IA 5'-101 8FI6-15/IT L-2 1'-6. SF24-15AT L-3 11'-4' 8F28-15AT FRESTRESSED L-4 4'-6' 81=24-15AT L-5 4'-6' 8F24-I5/IT L-6 V-4- 6F24-IE5/IT L--I 1'-6' SF24-15/17 L-8 4'-6' SF24-15AT PATIO L-5 (2) 25-5H 8668 25-SN EGRESS EGRESS TEMP 0 BEDROOM 2 GREAT ROOM BAT OWNERS SUITE a'-&, CLG. a,'a. ' e'-8' CLG. .�. — T — n W --- -- T BEDROOM 3 -T' V-a' CLG. _ I� r 111 LAUN 8'-8' CLG L_ II OBSUI�TE —� o1O0 ��= j-1 8' 8' CLQ --- KITCHEN I ---- 8'-8 IGLG. CLG. i O L-- u-- - - F— — — L — — — _—- III III III III I lF5 III III FOYER 2—CAR GARAGE III s'-a' CLG, DINING ROOM 8'-a' CLG. 9'-8' CLG. DEN III a' -a' CLCx III O III L-I I —--�, 25-SH ENTRY (2) 25-560H 16'-0' X T-0' OHGD L-8 L-2------—-------- L-1A L-3 LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'B" A R C H I T E C T S 4Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIII'll L0m0vo0■o0� E 8 E O L m L sUHDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833— 01 PROJECT#: R5025.048/00002 PAGE: LINTEL PLAN 160 MPH EXP. C 3EC 17 DATE: 12 /17 /18 SCAT : 1 /4"=1' — O" SHEET 3 or 0 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8"PRECAST U-LINTELS SAFE LOADS (LBS/FT) ,CµT-CRa*•' Cs IRA V I TY OVERALL LINTEL LENGTH BFB 0B BFI1 06 6FI6 0B BFRO-09 &-24 EB PF38 mB EF33 EB (TYPE OF LINTEL) 6i"B BF8 i FI_ B'. - C%Ib 18 EF.Q-: - BP 6 E1B-1B T2h3S L5 Y6-J ) 9 6 6601 1YL 4 -D2 Da! I-.' TO 3'-b' Isai STY _ Tot, 46V5 DI 7547 B9Tq 10394 6@9 ]61m 4Fi5m 96 >934 361 a (F'RGAST) -l' TO I-V lane _ _ _ 69> 1 4605 611E 'Vil _� 69T Ip39< IIC09 �54'DD 4'-I' TO Alas' (PRECAST) iI I969 ^III 9 3 i 4 1.4 - Ins I n8 l Ilf 154i P6l IPl1?4 118(9 9 1432 199 16E "I �6B6 249 4'-1'TO 5'-4'(g2EGAST) 1]I'I R�663 36 1 T54T. 1549 4IDlel II .- 31 0iE 3 Ir, .� -ee 11 III TO 5'-10' (PRCAST) 106Y .LID _ ¢91 2Er.2 eN. Tax 6136 MN111: ri'IB. 23 211,A 9 31� _ T6 43P5 Ebl 6'-'TO blab'(PRECAST) 9mB ]36 1111 ' 3460 5361 360 me4 1 0125 _ =II III___ a 11 - 31=-I ilY A-T TOT'-I-(Piel FIT _ 011 111 2661 59% i6P1 e161 6412 69 bm 6tl, ITNT wi IP. -�302 _752 AS 1141 2564 > 66 41:L3 6390 "_' F 5"'n' 2p/93_ Tll 6a 251e 1'-I-TO 9'-4'(FREGAaT) Dias' TO 10'-6' (PRECAST) "6- - - 6a3 Ole t 209E 2l$l 3'a43 < v< 51, 9-7 tl6 e46_ a - till - - . eel - - it TO W-W (PREI _ See 9« 136 e 6__ 212, 3121 4mc6. =<0 Pln 4 F'Ni"Al .11 3 �! II'-5' To 1W-0' (PRECAST) 33l - 40 III 1 54 a5,i 293 2605 9 0] 411 "1 10 5 B oe 6_ 53. G'-I' To l3'-4' (PRECAST) 16 .MIL 5 1 5 4.6 aid 3.6 2854 1 l5 w _ 24 Tdv COI1326 69l 111 63E 13'-5' TO 14'-0' (2'C45L P19 - 3y4] TDo 109- 1326 Atl A21 oNto He V N N NR NR NIT nR 14'-I' i014'-B' (PRESTRESSED) NR _ k5B � T83 III. 1:02 1111 11511 1112 NR NR - NR NR rR le NR 14'-9' TO (FRESIREbil NR h P@58 23P0' R "'.R 2`cb nR b 1250 I-93 NR NR '� NR 5'-B' TO n'-A- (PRESTRESSED) NR NR -' 640 N- wD IJ:b. Ne NR _ 1 IvP5� t vR 204r IN i'-B' T09'-4' ( c'B1RE50EOJ NR�r0 5@ IQi' it I, P. 515 R \e TI6 nR Nft N-- NY NR 19'-B'TO 21'-4'(PR£BTREBBED) NR 340 5Pb 3^5 159 e_ 1468 nR NR NR Ne 21'-B'TO ]2'-O'(PREBTREBBED) NR '915 ix 55@ -1P4 IIR Nix o TT "ES' as Ne 1e 1,R NR NR 22'-I' TO 24'-0` (PRESTRRS6ED) NR 4sm 6sa T - w,-1 2 121" E - - sm 6ACC I / AMA /I PA=T) A°PCC(-AAT II_I IAITFI f. 4CMM44een' JF FT LATERAL OVERALL LINTEL LEI B 5-11 ff-I] F6-i EF D i EF Y 11 NS.6 1 "11-1- (TYPE OF LINTEL) a AIT H-P 27 .6 2- IUD` ET 43 G'A .T 4 4 Ye, 632 EF98-2j'.: 040 0F0 RLM4 vi 011 .1 V' W TO 3'-.' (PRECAST) 569 13m5 L65 - 3514 3 4 .16E 6 32 366E dl 4,-1 '25 Y SOTS ion 1=4 Ill V-T' TO 4 - 0' (PRECAST - Loa 30 - - 3@BP. 615 45-1 r .'T 5 Oc T - b1 "'. l.a 165 I1 A- I- TO 4'-6' (PRCAST) 6T P 5619 692 591 101d 20a0 21E- I 9 04 IT-1 25919 ,-'6 4., III. TO V-4' (PREGA1) Ole T, IT2 98 3399 tl 1Y1 ISv` 9 9:m� 1 3 O alb 9 5 4532 411 411 143 5-1. TO W-10' (FREGAS) J3 56 6 IT - - I_I3.9 340 339 .1. e95 I-___ Ili-11- 10 6'-W(PRECAST) 635 14 _l9E 1666 9 211 1, i 3TS 501 111 Asia --1T 6 -_ . 26 e 3z2a b'-1' t0 T-6' (PRECAST) _T_ _ - ie� 2m Ib 2a 1 I-. 322E - 424 534 363 OB 'I-o "Ti 11, 2111 25®O 1'-1' TO 9'-4- (PRECAST) 5 B6 - 1His 43 I%9 326 512 230 Itsu", - ... 5 m 5 9 P E9 I. I1'. 2011 0'-5- TO 0'-&' (F'RECAAT) 2.4 401 100 k 590. 1 - 695 14T� - IBD n63 20 414 5m/III P T 1513 - 0'-1' 1TO IT.A. (PRECAST) - 49< 0l A4? ID 13 643 1.4 5' 160 482 1B4 I 16 21 4.0 a8 9 a 1IT 1'-W TO W-O'(PREGABT) 6E _ _ _ia 403 13l 4i ses 601 l05i 964 - 13'-I' TO 13'-4' Onse BT) �" 16..5 15eT _ 1:29 _ - 324 110 3B6 50 B60 l 4 989 13 -a' TO 1W-0-(PRECAST) .e 8'.5 _ 59 1 5 1131 205 2% Ro 410 23� 425 520 Im63 3 1WW TO 14'-6'(FREOTRE85ED) NR 204 91 99 ,so - Tam_ 58 9r 1134 . 1me- I41-9' T015'-4' (FRESTR'iB6EDJ 'BY' _ 6 6P6 4c9 sea IP40 I 4.0 6 1665 NR 259 89 I >F Is���'iO 11 -A- - - 192 � OOT 2 -' -1-_ NR 194 64 IT' 5'T010'-4'fPFEBTRc-0BE0) 1 6. 29 141 Ae_ - _ -6� -. NR 148 52 64+ 263 4 m i9 b B<I 059 1l 19'-B'TO 21'-4'(PR8TR00ED> eJ �Os NR 116 42 4: - 121 T3 T l"1 4m5 -- a6i '04 LmgB V-5' TO 22'-0' (PRESTR58ED) 63¢ NR 116 w` 13- - 358. S13 686 I. 86 999 22'-ITO24' 0(FRF.--TRESSES NR 91 90 m -I 435 bm6 15 Bl6 e• PRFCAST W62' RECESS DOOR U-LINTELS SAFE LOADS (LBS/FT) C~F-Ooew GFR4 V I TY OVERALL LINTEL LENGTH OF36 TI 6E 11,DBI P1I4 DB 6FFE Cfd'!2 0E d2b-0B 1830-0' BR16 61 (TYPE OF LNTI 0s-10-I$ de°I41B 6RF 6j1„ 4" 119 r S5 I. 4349 5 21 6a93 56-. alas' TO 4'-4' (PRECAST) IB36 Id _ at" "is36'-3 39 AllIII 5-0T3 IID093.: H>W4 96 m63 92 396E 49 6 A9.4 4.5- TO 4'4' (PRECAST) K94 Il 6 -1 T653 _ ma 6639 60 m - 9ar9 1009E 9 0Il '- i9 4© I,,6 *-I'TO (PR0A4T) B66 Al 246 456T 6 09 PEbm Ib 9 JT 9911 JT4 EPA ITT I II I @C 6'-9'T05'-10'(PRG40i) 00 I 66>9 EP60 46 II - 4D2 5 D6 44h 360 113 2 42 42 M1 16= nE wl 6`-11' TO 6'-B' (PRa0A0TJ l9l 18 p 1120 m43 T 5 _ 34,a C-, 21 6'. 101 155 loam 45 55 Gt J 6� .�1 9 899E 009E 1011 alas 46 T'-T' TO 9'-B' (PR'cCA6i) 411 999 ISda f Y'5a- -5 .:Ism 58-91: 346 .-PIFFc04T LID1"17FCFS5 nllr'1R II-1 INTFI A 9dFF LOADS (LBS/FT) ,C~-44"W UPL IF OVERALL LINTEL LENGTP B'46-IT OlS+IORr BrBla.tt &ffi6IT ecr<2]-n rF261T 8RF3@-Im (TYPE GF LINTEL) E vme 2T BB26 2 3lnl B 51g0 �`K' Bf 6 RL1 TJ 9[S6➢ "�' 1660 -.. '362 1 DS V-6' TO uiLl' (PRCASD 995 I466 "2 ,e 61 I 51=1 '� vVT TS 4943 158 T51 1164 "6' E4 "TL 4'-B' TO Alas' (FRECABD 0 w04 I212 6s 65 Ts ( 36 l 2-5 214 v" 694 &W 101E a943-' - 4'-1' TO 6'-B' (PR04pT) 6T-5 1 9 l 6 n6 655 _ I 46 259 P�4 311 -L 1 - 391 3 40B 40l 65D p'-9' TO 6`-10' fPRCAST 3.2 3B1 616 655 1e33 l b _5To 2 5. 115I e1:3 J266 e 9 3 z9 B'-II' TO Sias' (FRECa6T) - -- �TD 10pm 165m YO6 1 ITie .b0 K O T6l 21 2429 bl9 --- - 3 i 595 108 464 iiet I 496E W-V TO Y-6' (PRECAST) 5.6 b B IK4 2 266 e=6l 51 IE ILA 509 614 363 oe 934 AN, 1 -7'709'-0'(Flea 4 ey 540 /D'12 1. -1 2P6- 3l0 4J0 214 4^zT-4*W,GTl LINTEL SCHEDULE MATER L IA 5 I. fc 8" precast lintel = 4000 psI 2. f.c prestressed lintel = 6000 psI 3. Grout per 45TM C476 F'g = 3000 psi w/ maximum 3/8 inch aggregate a B to II Inch I slump 4. Concrete Masonry Units (CMG) per 467M C90 w/minimum net area compressive strength = 1900 pal 5. Reber per ASTM All grade 60 6. Prestressing strand per A5TM 4416 grade 270 low relaxation 1.. Mortar per ASTM C210 type M or 5 GENERAL NOTES 1. Provide full mortar bed and head joints. 2. Shore filled Ilntela as required 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at this ends to accommodate vertical call reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel derlection Information. 6. Bottom field added rebar to be located a the 1. bottom of the ]Intel cavity. 1. 1/32' diameter wire stirrups are welded to the V bottom steel for mechanical anchorage. i. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. Safe load rating based on rational design analysis per ACI 315 and ACI 530 10. The exterior surface OF lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. II. Lintels loaded simultaneously with vertical (gravity or upllfU and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical Toad Aphald horizontal load S 10 1 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right F'm=1500pa1 1 SEE SAFE LATERAL LOAD V TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE CLR TYP (2) 5 REBAR I GR40 or GR60 SAFE LOAD TABLE NOTES I. All values based or. minimuh-4 Inch 1. For composite lintel heights not shown, Dee safe nominal bearing. Exception: Safe loads for unfilled load from next lower height shown. lintels must be reduced by 205S, If bearing length is 8, For linte15 lengths not shown, use safe load from less than & I/2 inches, next driest length shown 2 N.R. = Not Rated S. All safe oads in units OF pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. II. The number In the the parenthesis indicates the 5. One 01 rebar may be suostituted For two 45 rell percent reduction for grade 40 field added In e' lintels only rebar. Example 7-6' Ilntel type 8F32-1E safe 6. The designer may evaluate concentrated loads gravity load = 6412no) w/ 15% reduetid$ it From :he safe ;cad tables by calculating the (,85) = 5501 plf -ax!mum resisting moment and shear at d-away from race Of support. - TYPE 2E5IGNAT ION •5 REBAR AT TOP MIN. (1) RECID '° 1-1/2' CLEAR - FILLED WITH GROUT / U - UNFILLED J f- Q o - UANTITY OF 05 REBAR AT TTOM OF LINTEL CAVITY U IN Q C.M.U. ! E 1 �Q II - 1 15/1 T Z _ P GROUT (5F a Q - Z QUANTITY OF •5 e 5 REBAR AT BOTTOM REBAR AT TOP 0 0 OF LINTEL CAVITY OMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 1-5/8'ACTUAL PROVIDED IN LINTEL (VARIES) I 8' NOMINAL WIDTH SAFE WORKING LATERAL LOADS (PILE) 8" x 8" LINTELS LINTS. WE 54PE LATERAL (RFl LOACO TIAL Ls6v: TyF• era PLAIN 0Y B' SOLID Total Lereir 11.1. ReraN 1950 sEll 9:-p 3'-6' Recaet 1160 2310 4-0' Aewet 044 1614 -2' Alas' Precm! 638 1166 4'-4- 4.8' Recaet SEE 163 4,To 11-1. Recaet 606 lass 5'-8' 51.11 Rsamt 549 in 6''8 614 Fill 634 1364 T-8' III. RAWt 612 12M 6'-e' IN"it an 1111 y.-e 1'-11 Precaet 446 935 I". PNOR't AVE b% slap' Recaet 5E1 111 0'-4' Ramat 3H 145 9'.4' Recaet ITT 503 0'-1' Reset W *3 II.4' Rattier P.0 620 12-0' Recaet 64 549 11.6- Recaet 1I EVA 1V-4' R.A LIE 404 Id'-0' Recet 99 391 N-B' Rsar ssol NA 341 IS-4- PNstN l,.d NA. 302 11 4' Pristr all NA 113 19'-4' Pril eetl NA. 116 21 Prmtreeead NA 159 21'.4• Reeveeead NA 61 V-41 R6etraeeatl NA R0 24'-0' PreeVeeeM NA 93 NR • Not RacommsxW 6Aff LATERAL LO4p8 (PCP) Type. 6' DOER HEADER PLAN B' POOR HEADER ECLID RbC90! 12 wri Rx BBl % 1521 FixUllt 70 13% Raceet 653 1165 R'ePut 650 MITI PrWit 504 964 Fril l 411 701 Recaet %6 664 Recaet 2% 636 LOTTLS CONCRETE P,O, BOX 771255 WINTER GARDEN, FL 34777 Pu. (df17) NSF. A11P, A( r NOMINAL WIDTH/HEIGHT OF LINTEL F-PLAIN OR SOLID LINTEL 18/16_P #U/#L] N _ o, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENERAL INOTES- I. CODES J. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1 4 R606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 a 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 311 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 211.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 P51 211 PRE -CAST W/PREBTRESS REINFORCEMENT-6000 1-51 2.13, GROUT PER ASTM C416 - 3000 FSI W/ MAX. 3/6' AGGREGATE, 8' TO IP SLUMP. 2.2. REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM Ai (GRACE 60) 21.2. STEEL IN LINTEL AND IO4OCKOUT BLOCK (PLACED IN FIELD) 45TM ASI (GRADE 40). 23, PRE -STRESSED STRANDS A5TM A416 1-WIRE, STRESS RELIEVED 210 KSI 2.4, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILL) 8 x 8" LINTELS LINTEL LIENSI CLEAR SPAN LINTEL TYPE LAPEL STEEL UI&ILLED GRAVITY CAPACITY nML (OnU GRAVITY CAPACITY 0051. OMNI UPLIFT CAPACITY TnL elAw UPLIFT CAPACITY lLSL 1115'J BOTTCM BAR FToP BAR GRAVITY CAPACITY 1.10 -w PE.L45i (2)R (2)R 4245 Iwa 1Bas 8a19 IoslD 3.6 T-V Flal (2)R (2)R 2415 301 W31 415 ASS A-0' 1'-e' RECAST (2)rz (1)R Ile, 2111 2111 Bass 33% 41.1. 3'-1. PELA9i (2)R Mn 543 255 2165 2600 2608 A-e' V-4- PRECAST (2)R (2)R 1232 2011 2011 2421 2421 6 4' 4-' 0 PREGA5T ( 2)9 WK 0lo 651 165i 140 1881 L 6 FREOA5T (LR 141E 146 3 1211 a 1Am b 4 V-4 5 0' FREGA6T (2)9 l2)•4 (1)R 140 l40 I1B3 E83 1216 1406 b b 5 2 PRECAST (2)R 110 1132 113] 6 e 5 4' F�CA6T W-4 (2P5 (DR 681 1184 184 108 i m uia D96 tb 6'-1' PRECAST (1)ta (1)R 510 el 991 ME 081 l B 6'-4' MC467 (2)4 W1 551 959 ass 154 041 e0 6 B' FfcCAST (2)4 (2)R 518 so 902 112 504 0.4' T-0 PRECAST WN (2)1 4% Sal 851 643 SIT 9 4' 0-0' PRECAST (2)4 (2)R 45 "Us 126 459 DO 0 6' S'-2:' RECAST !1)4 f2)R 354 615 615 350 613 11 4' I PRECAST (L 5 W 9 35 561 561 311 bar II-0' Sias' FRECAOT W. W2 2% ES 525 211 111 E-6' P'•1• Ell O)5 Ws 27 455 490 251 5U IB 4' W-0' PRECAST (2)5 (V) SSE 458 456 2N 442 N -0' I.H, FROA57 WS II 239 430 430 190 395 144 131.4' E86ED W4 W1 NR 418 418 230 A46 6.4. IN-V' (2)4 0?`2 NR STE Yin 210 401 a@'RSOED (1)4 (DR NR 2% Se 163 511 e.O• ESSED WS SI NR 224 224 131 15420 0' WIP !M57REftED RSSED WS IVR NR 201 201 121 131 214 20'.V a SBEC 0)5 W NR Ill ITT lai 206 210Z0'-B' SEED (2)5 fT)9 NR 64 64 IW 195 140' 228 IREO (1) 5 I , NR 131 131 54 163 N1c rw 1aLwlnenvev. TABLE Nn c REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' R 16" COMPOSITE LINTELS LMTEL LENGTH CLEAR SPAN LNTEL T TYPE! IN L tEL 8 TEEL CRAVItt CAPACITY (oTSL (I15U GRAVITY CAPACITY fII5L (Too UPLIFT CAPACITY (- UPLIFT CAPACITYn)al fl)5L (1>51 EO(2) BAR - iq°BAR -b ] 10IID0 wo SODS PRECAST (2)R (6)rz _ 5931 Iowa III ease 41=01 Taal PRECAST (2)R (2R d16i Im000 all 10000 4'-6' Y-T PRECAST (2)R (2)R 3111 96l OS2 local 4'-8' 3'-4' PRECAST (2)R () 2944 8414 60a9 l0 5'-0' 4'-V PRECAST (2)9 (2 4813 6431 4421 1041 5-10 4.6 CA5T (2)9 ) R 391E 41TG 31 Was 411 4115 3934 600 1052 100 5430 4411 4151 6 4 5 -O' PRECAST f o)•a i R ( 1 6.6 5Y PRECAST 1) -4 (2)R 6 .4 5 PRECA61 '1)'4 9)R 31a 19 319 Isla 399 l 6'' 11-1. PRECAST f2)'4 f21R 19n 1911 1030 3db0 l' 8 b 4' PRECAST (1) •d (] R 1196 1l% 193P 2931 6'-0' PRECAST (2)•4 (DR 2301 25a1 210 W4'' 8'4 1-0' PRECAST (D•4 (2)R 169 1621 1a% 1%9all la @38 1238 2506 6056 Dial 8-0' PRECAST (LR 10.6 Sall PRECAST W-4 f2)4 (2)R 1621 1611 94l 0% 11'-a 0'-0' PRECAST (1)5 (2) `3 455 665 l96 604 IT-0' 10'-9' PRECAST Ws (1) 9 E35 D35 691 Bra 12' W II'-2. PRECAST !1)9 ISS 1151 634 E99 13'4' IT-O' PRECAST a) -5 (L5 114d Ile Ildd 1me, 545 486 Ip9 012 141-0' II PRECAST M`E (2)g W-8- 1V-4- PRE6TRE% M14 lDrz AS D91 1415 12V ART 411 SM 823 16' W NiO IsearsESBE (2)•4 (2)q ❑'-a I6'-0' FR6i 65E M-4 (2)R PEI 185 999 785 325 Ise 61 513 R4' All PRESTRESSED MR, W5 20 0 10.8' PRESTRIZED !2)5 11)g l29 125 243 479 21'-4 20-e' MbIRE86ED (1)5 (2)9 633 0 3 40 22 0 10'-8' RE6TRE08ED (2)5 1 (2)5 591 591 200 394 24-0 2T-8' FREBTIE89E0. (D5 (1)9 481 481 161 830 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PLF) 8" X 20" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL 5TEEL GRAVITY CAPACITY NFAU(10% GRAV17T CAPACITY (1)5L(IfiU URR CAPACITY (U5L (115U UPLIFT CAPACITY (IISL(2154 BORLfi 5AR TOP BAR mm0 3 6' 21-V PRECAST (2)1 (2)n III iom 'VIVO 10m 4 0' 11.8' PRECAST OM ) 550a 100m 000ID 1000D 4 0 3.1' PRECAST (2)0 (1)R 4142 10000 6541 10090 4'-V V-4' PRECAST (2)R III 3T90 100a0 7838 10¢00 5.4• 4-0• PRECAST WS (2)R 6239 moo 5138 10oao 5 0 A-V PRECAST (2)9 (Drz 5076 aim All %44' 6 4 5-V RECAST W-4 1)rz 6152 6T5Z 3861 111 b 6' 5'-1. PRECAST (1)4 Wn 625V bold 3fi45 65W 6-V 5'-4' CAST M-4 (1)'9 5016 50K 3441 IN 16 6'-1. PRECAST (2)•4 ) 430 1 4312 2636 45m ,-W 6'4' RECAST (2)4 () 4m99 409I 250E 4262 6-I' 6'-8' PEEL T (2) A eIR 3130 37a0 2218 Dads 111 7-0' PRICAlm W.4 (2)rz U20 3420 1018 3W 9'-4' it Fill O4 1134 2134 lab 1538 le' -6' V.2' RECAST )4 (2)g 2211 CAP 1233 27M 11'-4' ka'-a FRI (a) (a) g 1054 REH 1031 Sam I]'-0' 0'-8' PREOABT ( )5 (2)3 I719 RI9 510 1523 E-6' 71 -T PRECAST (2)5 (V5 1661 1667 82B 1101 PREOAlm MR, eUS 1501 1son 16 1414 11-1. 11-9' PREOMT ells MS 13%$ 1GR 636 1323 11-1.C',' FRESTREBBED (I)4 e2)R I193 IB93 50T 1131 6 4 -0' FRESTRRE%ED (1)4 (2)R 174 144 536 Gas Il 4 16-0' PRESTRESKIC (2)4 (2)D 18W 13W All 824 M 4 El PRESTRESSED Ms 1) g 105E 1053 334 659 ]0 0 .B' FR8TRE66ED (215 lT19 9l9 '9 312 615 21 4 20'•0' FR6iRE&k' 0 !])5 Ya1 02 213 540 22.1 20'-8' PREATRE60ED 1 (2)5 (2)5 191 mi 251 501 140 Zi-3' ITEETRE85FD 1 (2)5 659 659 26 425 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LM1EL GEAR LINTEL P.PE LINTEL 6TEE1 GRAVITY' GRA4TY UPLIFT UPLIFT LE:YaT4 SPAN CAPACITY CAPACITY CAPACITY CAPACITY j F,C, BAR iQp BAR (OUST (II511 RUST (II9U (LAST (IYxI (L5L (2ffi0 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH SPAN CLEARjFRECAST TYPE LNTEL STEEL GRAVITY RA CAPACITY (01 O5D GRITTY CAPACITY (Ini OM L DRIFT CAPACITY (REW U"T CAPACITY (1fJ1 iCM R 207 EA i C2 BAR 1-0 -6 i 1)1 d --- II000 CAST (1)R IeeVO aame,l 0000 0600 IPn9V0 11-1. 1-3'CAST ain (2)R 1916 0000 10000 10000 4 6' 3 1'CAST (2)rz (T)rz 6 wool tm lecso 4 8 3' -WCAST (2)R (2)R Nam 0➢W0 III Idea, 6 a 4'-0' M5 (2)1 °WTI 0001 5.10 0 4-VCAST (1)31114 1381 0908 6Em5 100106-4' 5'-0'CAST IC PI (V) Sadao 10e00 5641 local 6 6' 5'-2- PRECA51' (ID•4 (2)rz Wool 10¢00 531D al 6 -8' Slab'PFl (2)4 (2)R %% 10000 MI 10000 l b 6 1' PRECAST (2)•4 (1)R lAm 9%l 9040 law TIE.b 4' ABT (2)4 (2)R 1054 9168 3662 1326 0-0 b-8' CAST (2)•4 Q)� SAID 1891 331E bill it 1.1. CAST !11 .4 (21R 69aa 3031 6e91 8 0- PRECAST 0)1 (11R I56 sell 1355 4149 10.6' 9d' PRECAST (1)14 Mn 3526 3544 W1 M63 II-4- le 0' RECAST MIS W9 32W 3290 1571 3098 U-0• 10-0' PRECAST (2)5 IDES 2938 13% 2133 II.2' RECAST O)5 (2)9 2118 1118 1211 24M 13 -4 II,.PFEELAST Coo W1 2415 2416 1049 2i60 14.0' 0.1. FSECABT DOS (D5 2216 2216 931 1941 140 W-4' PRESTREal WN 2 2&11 2Bll 66 1431 VIA Id' -a' I PRE61RE66ED (114 (1)9 21 266 663 1311 ITT Isla;' 61FEaSo (2)4 2)rz 2023 2023 516 1022 19 4 B-0' 61RES5ED IV f1)5 Koi 1601 45 el . 10 -V IB-8' R5E6TfE6%D !1)5 MI's N%. N% 3 163 21.4' 1 20-0-1 PRESTReel 1 (2)5 (2)9 sea 1 1305 1 338., 12-V' 1 10'-9' 11 (2)5 1222 1311 N. - 14.0' 2T-8' PRE5milail p W5 (2)9 10N 04 n TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR $PAN LINTEL TYPE LINTEL STEEL RAN GRAVITY CAPACITY GRAVITY CAPACITY" (0)5L(II5L GRAVITY CAPACITY eV5l lN)5U UPLIFT CAPACITY (125L(IYSU UPLIFT CAPACITY (I)a-CM SGRMI8AR TOP DAR 2) 1 44133 326 1 Z PRCA6i !i) ( 159 ass lass 24B0 2460 1.8 MCAIR (Drz 1131 1425 1425 1863 I%3 4.6' 3.1' PRECAST 1)R Olin Ins 1151 1151 AIR Has 4 B' 314P PREVAIT (1)0 (2)R 8e6 OBI i081 ESI 1396 5 4' 4-01 PRECAST (2)g (2)R b55 we 9W 11N 1114 5 0 4 b' PRELAET (1) g (2) R all 8l3 Im 526 966 6-a 5 0' PRECAST (D •a f2)R 494 141 141 75 %1 5-1 PRECAST (])4 2 4T6 119 Tad l 68' 5141 RECAST (2)R 693 " 6% 6.. ISO 190 Iasi 6-2' RECAST W4 2)4 (1)R %i SEE 5 ¢6 51 `4' 1.8' 6-4' RECAST (24 3 3'S 568 568 AN 459 6Ar 8.1. 6-8' PRECAST 2)4 (2)R 353 536 536 AN 60B 8 4' 1 0 PRECAST (2 4 2 R 334 501 Smi 411 576 9 4 B-0 PRECAST O (2)9 % 435 435 3b 494 0.6 9 P PRECAST al 245 311 34 239 423 II 4 10.0 PRECAST () 71 210 345 345 M9 33B p V VILV PRECAST IN (IDS 2oS Ol iW n3 21D 2 6 I1.2- RECAST 1 190 143 743 V 2% 13 4 It-0' PRECAST ) ) 151 5i MI 130. la 0 0-3' PRECAST (1)5 Us K0 61 Ida. I5. TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL MOUTH CLEAR SPAN LINTEL TYPE LNTEL STEEL MILLED GRAVITY CAPACITY GRANT" CAPACITY O EEL 60F GRANT" CAPACCET (L a- OM UPI CAPACITY IDal- (U9U LRIFT CAPACITY 111(2154 M 507 MAR TOP BAR 3- 1- i 2) N)l %m 9 22U ]23 1'-8' PRECAST (I)R M 101 s V25 B63 663 4'-T 1':0' PRECAST f2)R (2)4 1 B20 Wo INS Ira A,4' V-0' PRECAST (2)R (2) S? %3 E30 230 Bea 6% 3'-4' CAB (2)R (2)R I ON lies ISM; 5'Hir 4La' T (2)9 11 516 E's El W3 oil 6'-8' V-a' T CZ) -4 )R 45B 03 1 663 Tel 1'-e' 6'-4' PRECAST 51 2 315 His all 4ie 64T 0'-e' 1'-4' PRECAST (1 4 316 48e 480 na 546 9'-v 8'.4' RREC49i (2)4 M 4S 45 2V 412 2e, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-06. 3.2: MINIMUM MASONRY UNIT STRENGTH: FT1 1500 PSI. 331 MORTAR SHALL BE TYPE S. 11, 4. STRUCTURAL: N AL SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 1) #5 CONTINUOUS (1) #5 CONTINUOUS 313. �6••� 8eX18e KNOCKOUT BLOCK 3B, 73 I.0•'- 8=X16e KNOCKOUT BLOCK • PSI GROUT '='' j :4a PLACED IN FIELD) • (Pe (PLACED IN FIELD) TOP BARS: r �• TOP BARS - SEE SCHEDULE :t •' SEE SCHEDULE (1) #5 CONTINUOUS (1) #5 CONTINUOUS Y,' n'• 7/32= STIRRUPS AT 4'-0* cc • ` • 7/32' STIRRUPS AT 4•-0= cc tiM3 m (TIED OR NEEDED) 4iPo1 , (TIED OR WELDED) BOTTOM BAR r BOTTOM BARS SEE SCHEDULE (PRECAST) SEE_SCHEDULE. 8/16-S-ci) /0`/(1) #5 PRECAST (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270ksi PRESTRESSED CABLE 8/16-S-(1) #5A1) #5 PRESTRESSED 011 3R' 1j' 8/11 45/(1) #5 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS Li TE LATH I CLEAR SPAN I LINTEL TYPE LINTEL 611. GRAVITY CAPACITY (0,'SL (115U GRAVITY CAPACITY (IML flAa UPLIFT CAPACITY (ML eV5U UPLIFT CAPACITY fl 5L I2 BOTTOft BAR TOP BAR 1-1. I.VPal IIIrz ) 1;088 0000 0oe0 dam, YHI 1-1 CAST le" W1 lade; 9213 10000 III 1000a 1wdo leads 1=0 4.0' T-V PRI Got 4.6' 3-1. PRECAST (2)9 iv) (2)R IV b940 6364 al idle; Saes 10000 10o00 %l9 do00 10000 10900 AITY 3-4' PRECAST (1)R 5 -4' 4-0' PRECAST (2)'1 5 V 4=6' FRECAIF (11g (2)R 8543 0000 10T6 10I00 S-a' PRECAST (114 (21R Im00ID 000® 6519 000D Sias' 5'-1. PRECAST (2)4 (1Jrz IE00I 0)m0® 6155 Ipa00 6'-8' 5'-4' FTELABT (114 (1)R 0000 el sill mad 1W 6-2' FEECASi W% 0)R All mW 4455 1 89Ua PRECABi m14. (1! R 8111 0e00 4140 8691 B 0 b B' PRECAST (]14 (2)R U96 060d 3B58 lT]l 8-4 l0' PRECAST (214 (IDR 6194 0000 356 ia60 9.4- 3.0' PRECAST () R 519E 698E 1T2T 5301 9-2 al (2)R AM 4 504E 1 4649 -X--4-4- 0-;'PRECAST l a(2)5 (1)9 4221 4111 111 3593 9-0 10'-8' PRECAST (2) `5 (1)5 3115 3r19 649 3110 6-6 II-l' PRECAST a)5 (1) g (2)g !1 342 Sass 1131 3411 2a5a 1191 NII III call 2859 1516 960 1!1-4 11-V PRECAST (2)5 14.0' 71-8' PRECAST (615 N-0 13'-4' PREBiR%ED (114 121. 3131 14S653 145a PIRSTTEb5ED (21b (D 2945 2131 22W 1355 ❑-4' I6'-a' V PRESTRESED (2)4 (2)R Ig 613 E13 16B8 413 IBIS 613 1655 141E 536 532 416 39r 3 1055 BM 1B8 691 19 M' IB'-0' FRE911E95ED (2)5 2m'-0' 6'-e' FRE61fE55Ep (2)5 21'-W 20'-0' Ri61!£°6ED lD5 22'-a' 10'-e' f])5 380 B21 649 14'-0' 1'-B' REB11E%ED f2)5 1141 1141 4 944 TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 1(-14" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LMFL 5TEEL GRAVITY CAPACITY (c9L(115U GRAVITY CAPACITY 05L OAI UPLIFT LAPACItt (U5L Ott UPLIFT CAPACITY (IFSL (1)5U WITCH BAR TOP BAR Y -6' PRECAST D (]) Bra mea Dose Iowa I HE. 2.2. PRECAST (1) R 5014 Imald coal loom 4-;• 141 C461' (2)R. (2)R (2)R all 2141 oil T011 1440 5612 local 8228 8116 4 -6' d-W 5.4' Y.' 3-d' 4.0' PRECAST CAST PRECAST (2)Q - (2) `2 fL3 (1)R f2)R SEE 4111 623 "IT 5150 3%9 450 s 0' 4-b' PRECAST (1)9 M2 W 3344 3030 3%4 303E Sol 2539 865 326 6'-4' 5-d' PRECAST R)4 Sias' S'-3' RRECAST (114 @)9 Kin 1%1 118 119E 1108 1001 318 2E3 108 ISO 2259 II I6A5 304E P89S Isas P16 WH 5-4 PRECAST (P)4 T-6' sail PRECA5T !1)4 B' 6 d' PREGA91 fl)4 e-0' PRECAST f2J4 %1 HST 1494 .905E 04' .,a. 1-;' PRECAST a)4 025 18 1363 BB 01 9-4' 8 ;' PTECAsi 114 O)R (2)R 61T E65 617 E66 1054 Sol 91 1324 0.6' 9-2' Fil (2)4 II-4' 0.0' PRECAST Ms (219 1138 04T 113E 041 61a 594 II81 1001 0 -0' 10-8' PRECAST (])5 @-6 11-2. RECAST 0)S O3 980 9% Gal 10P5 13-4' p-0' PRECAST (1l5 (119 aW1 902 465 EB5 D 8' PIECAST (A5 (D5 84T 841 414 %0 TABLE No. 10 REINFORCING SCHEDULE Sc LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL JEWN GEAR ="PAN LNTEL TYPE LINTEL STEEL GRANT" CAPACITY (OPS. (IJSD GRAVITY CAPACITY (U5L el)5U URIW CAPACITY (U5L NAW DRIFT CAPAOTT (TIN. (1IB1 5011cm BAR TOP BAR I.Hr 1'-A- local 958 l000e 4'4' 2'-e' PRECAST 3651 Io00e r440 laml 4'4' 2'-0' ABT (2)R (])R =6 Doss 6143 10000 4'1' 3'-0' LAST 12)rz (])9 adds 8053 so$ 9566 4145 3'-4' PRECAST (Dq Oil 2515 6231 SIND 126 5'-8' A-4- CA5T W-3 ( 3514 36110 3211 1042 0l S'-4' PRECAST (2)4 1 rz 2135 213D 2259 Z8°b U8' V.,V CAST WNW 2 210 2100 1645 2M 1-8' T-4' CAST MIA I70 IXT 0% 9'-v B'-a' PRECAST (2)4 15W 1436. 9U 605 311 1 U1� ' •! e •. t 1s' Ci�0�1�18 Ba" 3j' s•.•Of r• .T A R C H I T E C T S Desi IIIGrou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I • 1 1■v E 8 N d) 0 L SoT SVBDIV. I LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT: R5025.048/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C IrARCHITECT: STATE OF FLORIDA tlG: � I 313/I6, 5/� I)XI 12 /17 /18 SCALE: 1/4"=11 -0 11 s-(1) #5AI) #5 SHEET 113.10F SQ.FT. CALC.'S 1ST FLR. LIVING 1,533 SQ, FT. TOTAL LIVING GARAGE ENTRY PATIO 1,633 411 22 21 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2,261 50. FT. CUIBIC VOLUME LIVING I5,c341 SQ. FT. AND CLADDING WIND LOADS BASIC WIND EXPOSURE JIPOIENT FOR 3 SECOND GUSTS CALL # SOUARE WK/DR. WmK/DR SIZE ZONE 160 Ill WPD FOOTAGE DE9KINATION WIDTH NBQHT I 22 3068 DR 40' 80' 4 21.9 / -30A 2 33 (2) 25-614 16' (03, 4 3001 3 112 IllOT -0' IV 84" 5 25.91 / -3139 4 11 25-514 38, (03, 4 29b5 / -3220 EGRESS 5 I1 25 SH 38' (03, 4 29b5 / -38.81 EGRESS/TEMP. 6 54 8068 63D 98, 80' 4 2132 1 33 (2) 25-BH 15 1/8' 63 1/4' 5 2830 / -36.15 EGRESS 8 11 25-SH 36, 63, 4 3231 / -3521 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASE) =124 MPH 5. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS E CLADDING PRESSURE ARE 5ASED ON THE Vult DESIGN WIND SPEED. F5CR, it ED. (2017I) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. 2x4 UJOX FRAMED .*'oc CABINET S ECTION 5M BM i r m N m m m 17'-3" 9' 0" 23'-3 6" 3'-I" 3'-0" v 2'-4" v 7'-3" O (2)25-SH EGRESS OWNER'S SUITE 12'-b' x 71-0" 2'_4" 4'_0" c _ > R!T o N L� 2'-10" 4'-2° L SHOWER HEAD AFF. GREAT ROOM a) 16'-6'x14'-6' 3 5'-2" C - - - - --------= R/T Ly o N SI I I _ 1 r _ 48' HIGH ' ----- -� 7'-7" 8'-11" KNEEWALL o • I W/ CAP- O.SUITE e eAcL�. R/ilC I KITCHEN v j I _@ 8'-8' CLG. I I 5,-a, WIC �— i LL= = 7' 0" 1 _0 _0 4'-4" 11_0 _ III R HEAD I I III - ® LuIII o, �, �I I FOYER elI DINING ROOM III � I IC'-6'xll'-9' DEN i l l l III �I I III s'4, CLG. 12'-2'xl2'-I' C RIT-( a' -a' cLG III M EGRESS ECsRES3 � 7EMP I I ew I I � � ( ) BATH I m LYE 8 -8' CLG. m C 3'-8" 2'-5" 2'-11" L 7 r LAUN 8'-8' GLG PAD OUT WALL e 12' AFF. BEDROOM 2 8'-8' CLa co BEDROOM 3 n1 8'-8' CLG. n A/C A m - uyI 0 mil _w I �INII I 17 4" 6l_8ll 21_4�� 2-CAR GARAGE 19'-2' x 20'-0' m 8'-8' CLG. 0 I BOLLA COND. �QJ I I L -_ 22X36 ATTIC ACCESS 10' -10" ELECTRICAL PANEL � 25 SH eld"v � (2)15-SH ;��" --�' = ENTRY 3 e'-a c I6'-0' X T-0' D STRUCK 5LOCK ® GARAGE WALL '-0" 4'-S" '-0" 4'-&" 4'-ro 2'-3" 16'-0" 9'-0" 20'-6" 50' -0" Nil SCALE: 1/4 = 1'-0" ELEVATION `5' ro i 0 BM Q111 A R C H I T E C T S LUNUWUUU, FL S2 /bU PH: 407-774-6078 FAX:407-774-4078 www.abdeswgroup.com AA #: 0003325 �III"'llll ��om�v■mmv0� r 8 N E cu sLTBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- Ol PROJECT#: R5025.048/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4EC JAMES CANTWELL 11 AR NO 12079 DXTE: 12 /1'7 /18 SCALE: 1/4"=1'-O" SHEET 4 OF TEXTURED CEMENTIOU6� COATING PER (ASTM C CT(o) (TYR) REAR E L E VAT NET SCALE: 1/4' = 11-0' ELEVATION 'B' ATTIC VENT CALCS EA OF ATTIC 1833SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FT. REQUIRED VENTILATION AREA (8.11 x 144) 879.8 SUN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 879.8) 439.9 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./Vm SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 SQ.DI. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 12 5 SHINGLES, (TYP.) II011 � � �I IIIIII-COACH ICI Pr —TEXTURED . r ❑❑ ❑❑ (0' SCOLD BAND MR.) JrV V T V_XT Arfl 11f Q 1®T 12 OFF -RIDGE OFF -RIDGE VENT 8'-8" BRCS. HCzT. 11-01 6 '-0' HDR. HCsT. TEXTURED CEMENTIOUS� COATING PER (ASTM C C926)(TYR) 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4' = I'-O' ELEVATION 'B' 12 5❑ OFF -RIDGE VENT OFF -RIDGE VENT 8'-8" BRCS. HGT., 1' -0" 6 -S° HDR. HCsT. _ _------ ------ —_-----_—_—_ TEXTURED CEMENTIOUS� COATING PER (ASTM 21-011 C926) (TYR) SCALE: 1/4 = I'-0' ELEVATION 'BII (TYR.) iu�u�u�ui o00000ATING PER (ASTM CSM �0'-8' BRCS. HGT. ,6�6'-8" HDR. HCsT. 6'SCORED BAND (TYR.) 0'-0" FIN. FLR. �01-0" BRG. HGT. 11 - 011 -----------_ 0'-0' FIN. 6'SCORED BAND RIGHT(TYR.) h"L A T I O1 T SCALE: 1/4' = I'-O' ELEVATION 'S' -0" FIN. FLR. A R C H IT E C T S Desirn Grou Inc. wrvuvvvvv, rL ouav PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ink �III'Illlll �o��omv■voJ E 8 N IE C L C cc SUBMV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 11 D%TE: 12 /17 /18 SCALE: 1/4" =f- 0" SHEET 5 OF CONNECTOR SCHEDULE CONTRO- DATE: 01-01-I5 SIMPSON USP DES. ;UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 LTA 16-I0 1400 (1) 106 x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP: (10) 11 X 112' - NO I6d OPTION) (2) META-16 1985 (2) HTA 16-15 2500 (10) 106 x 1 1/2" -PLY, lUSP: 00) 10d x 1 1/2') 1500 04) I6d 2-PLY (USP'. NO Ibd OPTION) HETA-16 1610 HTA 16 1615 (9) 106 x I IR' I-PLT, (gl I6d 2-PLY U6P: (10) 10d x I IR%NO I6d OPTION HETA-20 1810 HTA 20 1615 (9l led x I I/2' I-ELY, (8) Ibd 2-PLY USE: (10) 10d x 1 1/2', NO Ibd OPTION } �. (2) HETA-20 2035 (2) HTA-20 3170 00) 106 x 11/2' -PLY USP: (10) IOd x I VJ' 2500 (12) I6d 2-PLY (USP: NO 16d OPTION) z 0 LGT-2 2150 LUGT-2 1515 (1) - 1/4' x 2 1/4- TITEN, 2 PLY (USP: BLK (6) 14' WI WOOD (16) 106 V) OETAL-20 24W NO U6P CONVERSION FOR SIMPSON DETAL-20 (I8) - 1Od x 1 1/2, I PLY MGT 3965 MUGT HOOD /V 5/B" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (22) 1Od TO WOOD (USP: (25) 10d TO WOOD) LGT-2 10950 HUI 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. D' EMBED), (16) 10d TO WOOD (USP: WOOD (w 10d) HGT-3 + 10530 HUI 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), /l6) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-5D52.5 3265 LUGT-3 5330 02) SDS 1/4'x2 1/2' TO GIRDER (4) 3/6' x 5' TITEN HD TO WALL (USP: CONS, (4) 3/6' X 5- WEDGE BOLT, (LOOP (12) W525) LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x I-I/2' NSP: (10) 10d x 1 1/2' VGT 4540 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-8D5 1/4'X3" TO WOOD (2) VGT TIES NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 555 (14) 10d x 1 1/2- (USP: (14) 106 x 1 1/2", (14) 10d) HT9-I6 1150 HTW 16 1660 (16) 10d x 1 1/2'' (USP: (16) 106 x 1 1/2', (I6) 106) HT5-20 1450 HTW 20 2045 _(24) led xI IR° /U5P:(24)I00 x; VZ',(20)10d) HTS-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP; (24) 10d x; 1/2', (20) IOd) LSTA-12 . 525 LSTA 12 910 (10) 10d USP: (10) 10d _5TA-18 ++ 1235 L57A 18 1360 (14) 10d USP: (14) 10d MSTA-15 +r 1315 MSTA-15 1315 (14) 10d Lap: (14) 106 (n MSTA-24 r 1640 MSTA-24 1150 (B) IOd USE: 0a) ICd CL MSTA-30 r+ 2050 M57A-30 2140 (22) 10d USP: (22) led Q MSTA+36 . 2050 MSTA-56 3525 (26)106 USE, (26)10d H M511-36 3800 KSTI 236 3090 (36) 10d x I IR' USP (36) 10d x I l!, Cn M6TI_pg 5065 KTSI 245 4250 (48) ICd x I IQ' USP: (48) 10d x 1 1/2" H6 $So LFTA 6 1595 (a) 8d TO PLATES, (g) 8d TO STUDS (USP; (16) ad x 1 1/2', (16) 8d) SP4 685 SET 4 e45 l6) IDd x 1 i1 TO STUDS USP: (6) led x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 56 x 1 112- TO BEAM, (4) ad x 11/2' TO POST. USP; (4) ad x 1 1/2" TO BEAM, (4) Sd x 1 1/2' TO POST, HCP2 645 HHCP 2 1010 02) ICd x 1 In' USE:. (II 1Od x 1 1/2' TO TRU56, (10) I0d X 1 1/2' TO PLATE AIDA )SAO RT 16A 21W (IS) 10d x 1 1/2' USP, (a) 1Od x I V2' TO TRUSS, (a) 10d X I IR' TO PLATE VGT t HDU4 4565 PHD 4A 4535 (16)-SDS I/4'x3' TO WOOD, (10)-6D5 1/4'x2 IR" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USE: 5/8' ATR MN, T' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 HD75 4540 TDX 10 5110 _ _ 06)-5D5 1/4'x9' TO WOOD, (3)-3/4' STUD 5OLT5 W/ THREADED ROD, (2) NU75N)A8HERRPLY USP; 1/8" ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/V THRU.5OLT6 ABU 44 22" 6665 PAU 44 2535 6175 (1) 5/6' A.T.R IN HIGH STRENGTH EPDXY, (MIN. Y EMBED.) IN CONO., (12) Ibd TO WOOD USP: SAME AS SIMPSON (n 12� O AM 66 2300 12000 PAU 66 2535 13615 (1) 5/e' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED,) IN CONC., (12)16d TO WOOD USE: SAME AS SIMPSON LT719 rr 1340 LT5 19 1205 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (B)106 TO WOOD UaR SAME AS SIMPSON LTT20S ar• 1500 LTS 200 1105 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONI (10)10d TO WOOD USP; 3/4- AM MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x I Irz', 2-IR' (, HI 44" HTT45 4465 (1) 5/8' AT.R IN HIGH 5TRENG7H EPDXY (MIN 1' EMBED,) IN CONC., (a) 5Dh0 X 1 1/2' NSP: (20116d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x-I/2', (20) Ibd x 2 1/2' Q HTT5 5090 HTT45 5430 (1) 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,/ IN SONG, (26) ]ad x 2 1/2' (USP. (20) I6d X 2-1/2.) USP HAS MORE NAIL OPTIONS: (28) 10d, (28) lee x -1/2% (20) I6d x 2 I/2' HHDQII-BDB 2S+ 11,910 UPHD 11 12090 (1) 1- A.TR, IN HIGH STRENGTH EPDXY, (MIN, 10- EMBEDJ IN GONG, (24) BD9 a' x ZY WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HD1B 6645 TDX 10 Vie (1) 1/5- AD. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USE; (4) 1B' BOLTS) (n MBHA 3.56/11]5 3415 5330 NP135XI2U 3165 1.130 51ME50N: (V 3/4' AT.R, IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) N CML. TOP, (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.T5' EMBEDMENT) IN CML. FACE, (18)10d TO BEAM USE: (U IQ' J-BOLT W/ MNIMUM 6; EMBED. ( NOT LESS THAN 4- FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSETR CHI DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W 0336S HUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2530 lFLR) 00) I6d TO HEADER (10) I66 TO WOOD USE: SAME AE SIMPSON (ROOF) 3225 (ROOF) Z HU0410 (CMU) 1510 6085 HP410 IF 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) ICd TO WOOD: (USP: (16) 1/4' x 3' IES3 SCREWS, 00) 10d TO WOOD. = HUC210-2 (CMU) IBIO 9085 HD210-21F ROE 3175 (la) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOF NSP: (I6) I/4' x 3' WS3 SCREWS, (10) 106 TO WOOD HUC210-3 (CMU) IBIO 4000 HD210-31F 1905 3175 (la) 1/4' x 2-5/4' TITEN (9 PER FLANGE) TO CMN, (10) 10d TO WOOD: (USP: (16) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD LGUM26-2-SD6 1430 5595 NO U6P CONVERSION FOR 51MP60N LGUM26-2-5D8 (4) 3/5' x 4- TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2'SD5 5CREWlS TO WOOD HIGH STRENGTH EPDXY - $IMP60N 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORf/ FOR WRITTEN APPROVAL PRIOR TO SUB67TUTNG FOR SIMf_AR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VER'IOA.. CELL In CML. WALL MUST BE ELLED SOLID w/ GRCU'. + 'Od COMMON NAILS CAN BE SUB6TIT'JTED WITH 10d x 1 1/2' NAILS R CONJUNCTION W7IH A 23% REOUdPON IN THE ALLOWABLE -04D. WRITTEN APPROVAL FPO- THE ARCHITECT a REQUIRED FOR THIS APPLIOATION PRIOR TO INSTALLATION. ++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE F@9NDATION WILL BE 1' W I— 0 A.T.R. = A-301 ALL THREAD ROD (SIZE. PROTECTION TYPE, LENGTH, ETC. VARIES; z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS.;:;HEN USING ZMAx / Hf9@ GALVANIZED CONNECTOR5, USE FA57ENER5 GALVANIZED PER ASTM-All USE OF EXPAN5I0N ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 5AE16 AND MUST HAVE _RITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON 6YP5CN "LOOD CONSTRUCTION CONNECTORS C-2013" , HIGH WIMP —RESISTANT CONBTRUCTION C- U09. AND ANCHORING < FASTENING- SYSTEMS FOR CONCRETE r MA50NRY CATA.OG G-5A5-2012. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO W-0' UN.O. 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 HED AER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE c� 8 J2 (2) HETA-20 (2) HETA-20 DIAGONALS FOR BOTTOM CHORD RZ3d(-IN.IA-: 4@ nr- MliV /7Yl= DIAGONALS FOR BOTTOM CHORD :1r 41, ')nl_n1I n(- MAY /TYP ) IX4 DIAGONAL BOTTOM CHORD GABLE BRACING ROOF FRAMIIG PLAN (2) HETA-20 is MGT BIG 52E Ix4 BTM, CHORD GABLE BRACING A R C H IT E C T S Design Group-lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Lommv�omo�� SUBDIV. & LOT: OAKLAND LAKE (LOT #48) MO DEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA pFC 11 DINE: 12 /1'7 /18 SCALE: 1/411=1'-01' SKEET 6 OF ELECTRICAL L e ND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE II0V FLOOR ® MOUNTED DUPLEX RECEPTACLE u 110V SWITCHED 50 TOM HALF SUIITGHED (� DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIFnc) W/ GROUND FAULT (TAMPER RESISTANT RECEPTACLE TYPE) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION �UJP IIOV DUPLEX EQUIPPED W/ GROUND FAULT �IJ/CSFI RECEPTACLE INTERUPTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED y LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED �(.)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE -KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR �-� LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL , PANEL METER SD SMOKE GATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W/ HARDwin DETECTOR INTERMNECTED CEILING, BOX REQUII*D TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MARLED AS SUCH FOR INSPECTION FLOOD LIGHT DG DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (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 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24.698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE M'I 1116 �JI�YGC i N SCALE: 1/4 = 1'-0' III ELEVATION 'B" TRANSFORMER BAMG SOkVA VOLTAGE: -162CA3200-240/4WV SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRCAL FAULT CIRCUIT AT SECONDARY SIDE, (120/240 VOLTS) MAXIMUM FAULT CURRENT: IWW amp& POWER COMPANY TRANSFORMER SERVICE BY OTHERS (3) & 1 THHN/TwWN COPPER CONDUCTORS, (I) 6 THHN/TWWN COPPER GROUND IN 2" 02"IT. NEMA 3R 200 AMP 120/240 DISCONNECT VOLT 42CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA BOX WEATHER PROOF INTERSYSTEM BONDMG TERMINAL AT LOW VOLTAGE CONNECTIONS 200 ,AMP ELECTRICAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. ,`— _�, COACH _ _� - - _ - - �_ _ COACH LIGHT LIGHT PROVIDE 44 THHN/THUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. N♦?TE� IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV HEATHER PROOF BOX 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 �IIIII"'ll, Lommo�voov� SUHDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833— 01 PROJECT#: R5025.048/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA tEC 11 DA : 12/17/18 SCAT' E• 1/4"-1'-0" SHEET 7 OF CoU NT Y " F L C3 R t 0 R . Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only 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 S %" min. embedment with 2 X" minimum edge distance Fixed Glass +29.65/-38.87 +/-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 1.1/4" embedment. Required anchors: Head/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL 5891.5 N/A ITW Tapcon W, Min Embedment 1.1/4, Min Clearance to edge 2", Min Clearance to adjacent anchor 4' ; OR ELCO Tapcon 1/40, Min Embedment 1-1/4", Min Clearance to edge 10, Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.S" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jam to block on vertical jamb 1/4" X 1 4' min embedded Topwn. Max spacing of 71 " and 1" OD steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons 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 rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Ad �III'llllll. E 8 E L C SVBDIV. & LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT: R5025.048/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA tEt 11 DA 12/17/18 sC LE:1/4"=1'-O" SHEET OF (U 5 REBAR VERTICALLY (U 5 REBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL (25' MN LAP) POURED CELL (25' MN LAP) R-4.1 NSUL. MIN. TEXTURED CEMENTIOUS COATING z B• Cm LQ z W PER (ASTM C926)fTYPJ p LQ L� N 0 —1/2 GYP. WL. BD. .g � CURB HEIGHT VARIES ro 0 WOOD BASE N W L �L NC, RERF. W/ 6'x6' � e UALF OR FIBER'IESH ON 3 12' CCNC, REINP. W/ Wx6' OLY ETHYLENE VAPOR = W.4xUAA ULF OR FIBER' 9$H R ON IIELL-COMPACTED 7*3REIBAR ON 6-MIL POLY ETHYLENE TERMITE TREATED FILL a' VAPOR BARRIER ON 4' 4' 4' W WELL -COMPACTED CLEAN L j 4' 4' 4' TERMITE TREATED FILL m 0 I_0� (2) 5 REBAR ON CHAIRS ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING �1 W/ BLOCK WALL AT GARAGE 1 SCALE: 2'•I'-0° SCALE, I2'•I -0' WALL BEYOND - WALL BEYOND 3/4• RECESS FOR PAVERS GARAGE DOOR 9 3 Ll 0040. Ems. IW 6S6' 1 z 11AAA A W1F OR F15ER M ON 0 � 6•MIL POLY ETNYL@E VAPOR w BARRIER O USLL-COMPACTED ^ o.. Qr CLEAN TERHttE HEATED ALL ro a • � I- 3 12' CONC., REIPF. W/ 6'xb' WIAXUAA NU.F OR PIBERMESH ON PAVER - 6-MIL POLY ETHYLENE VAPOR 3 12' CONC. REINF. W/ 6 Ws' - ° .� ° 3 1/2' IA WWF OR FIBER -x&- ON .p BASE BARRIER ON WELL -COMPACTED LAT CLEAN TERMITE TREATED FILL G 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 5 REBAR ON FOOTIN8' I'-m' K CLEAN TERMITE TREATED PILL 4' 4' CHAIRS BEYOND z L EMEND FOOTING (U 5 REBAR ON CHAIRS 4' 4' 4• 6' RECESS FOR PAVERS m GARAGE STEP-UP IAJDER PAVERS I'-0' (2) 5 MBAR ON CHAIRS NON -BEARING cdCE fiF.irm GARAGE DOOR FOOTING MALE;r PAVER RECESS ® ENTRY DOOR cl tiSCALE, 12'•I'-O' S' VARIES e' SEE MANX. PRODUCT DETAILS FOR IRED SIZE AND 1 z_ 3' 3' OF RECESSI FOR SfaD TRACK � INjI VARIES Q FINISH FLOOR l0 5 MBAR SET INSIMPSON HIGH "' & - a STRENGTH EPDXY W EMBED. MIN. (2) 5 MBAR • I -STORY a: <3) 5 REBAR 2-STORY —OUTSIDE REBAR TO BE a a GONTNUOUS y v ^ ° R r1 3 12' CONC, OW/ 6'x8• WAxWIA ULIF oFIEfER'IESH ON < n ,/, /, /, ^v��viT`��i �av,v,��/,v��� < \\.\� " - °,q - a n. 6-MIL POLY ETHYLENE VAPOR K itJ +'5-CONY, °' ARRIEN _ i0 CLEAN TE ZI 7ITELLL--CGMPACTED ATED FILL 2'-I' MIN. LAP 1 o SHOWER RECESS FOOTER 11 SLAB AT S. G. D. SCALE=1.1'0' TYP. RETROFIT FOR �A OMITTED DOWELS REBAR LAP AT FOOTING SCAiE,I'.1'.0 / 6CALE: 12'• '-0' B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEv. r I _ � 1 fl CLEANIMT REQUIRED FOR INSPECTION I z L 0'-0' FIN. PLR (D 5 VERT. DOWEL .. LAPPED W/ BOND BEAM E °4 TIE VERTICAL MBAR (1) 5 REBAR AT CORNERS _-° - ^ TO HORIZATIONAL REBAR W/ 10' HOOK W/ 25' LAP MIN. 4- mg TYP. REBAR LAP HORIZONTAL/ VERTICAL LINTEL CORNERS F REINFORCING @Al_ SCALE IR •I� C E: 2 • '-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 �III"IIIII � o��pm0ovm� E 8 A+• W E O C SUBDIV. 8c LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATIC: 12 / 1'7 /18 SCALE: 1/4"-]'-0" SHEET DI SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE tlNOTE: NOTE: X-BRACING REQUIREMENTS ii SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R9O5 OF THE FBCR, RE -ENGINEERED , 6TH EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED ❑ DO NOT EXCEED 8 CMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES" DRYWALL }' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. ❑ P.T. Ix4 or i'x4' MIN. (4'-O' O.C. 19 SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER )SCHEDULE LOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB / WINDOW OOR JAMB / WINDOW (ATTACHED MEMBER w/ (2I 12d NAILS 8 FROM TACHEp TO BLOCKING (ATTACHED TO OCKIN TEXTURED C M NTITIOUS COATING MIN. BL G E RED E E G (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH ENE) and 6 18' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or x4 MIN: SECURE THRU FRAME INTO BLOCK w/ cEm (PER ASTM C926) OVER PAPERBACK ECURE P.T. 2x8 70 BLOCK w/�' x 9' (I) 7APCON (MIN. EMBEDMENT I EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN �' J') WALL SHEATHING (TYPE AND ATTACHMENT �' SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" or A4") WINDOW TO BLOCK (+3) 8' FROM EACH END and 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' (6' MIN. EMBEDMENT a 32' O.C. MAX) 3 5 or � _ DOOR JAMB TO BLOCK (+/ or +/) DOOR JAMB TO BLOCK (+3) lU DRIVE PIN, s' FROM EACH END and 9 IS' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE SCALE: I =I 0 w/ 12d NAILS a 8' O.C. MAX A SCALE: I =I -0 4F MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 W ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I j' TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS - or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) ' TAPCON CcJ26) OVER CMS (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J') 8' FROM EACH r 8 CMU BLOCK ENE) and 6 18 O.C. MAX ' GYPSUM BOARD OR �' HIGH STRENGTH 8° CMU BLOCK CEILING BOARD �' DRYWALL DRYWALL or (IJ DRIVE PIN, 8' FROM EACH END and ONC. FILLED U-BLOCK w/ lU "5 P.T. 2x r ' m 18' O.C. MAX 1 BLOCK WALL SECTION —GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or x4 MIN. Ix4 or Ix2 P.T. NAILER SIPKsLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SC POOR CASING FASTENER SCHEDULE FOR ATTACHMENT r� DSB (41 WIDE MIN.) MIN, SHANK SIZE .145 DOOR JAMB / WINDOW SHINGLES OR TILE (PER COMMUNITY SPECS) SECURE 2nd MIN. EMBEDMENT I a 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING MEMBER w/ (2) 12dILS 8' NAFROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH ENE) and m 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 FBCR, 1 NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 a") 8' FROM EACH DOOR JAMB TO BLOCK (+1 z") THROUGH NON-STRUCTURAL MEMBER (Ix or III' DSB) END and * 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B or w/" TAPCON MIN. I J' EMBEDMENT INTO BLOCK l2) DRIVE PINS, 8 FROM EACH END and METHOD PER NAILING SCHEDULE SCALE: I I-0 RE -ENGINEERED ROOF TRUSS 6 IS' O.C. MAX EMBEDDED SCRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 t6") MIN, SHANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALCS) MIN. HEAD 51ZE 300 NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT° SHIM AS NEEDED 4F SCALE: r=r-m' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR �" HIGH ❑ DO NOT EXCEEDP.T.2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) TAPCONS VENTED ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J°J 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER LT SHIM AS NEEDED END and s 18' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING pi �_ WINDOW (PER PLAN), RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT (' DSB l4' WIDE MIN.) TO PLUMB JAMB. or (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED �' (2) DRIVE PINS, 6' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW Q IS' O.C. MAX SPECIFICATIONS — (ATTACHED TO BLOCKING 8" CMU BLOCK MIN, SHANK SIZE .145 PER MFR'S SPECIFICATIONS J' DRYWALL MIN, HEAD SIZE 300 NOTE: P.T. Ix4 or ix4 MIN. Ix4 or Ix2 P.T. NAILER MIN, EMBEDMENT I STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSBJ POOR CASING P.T. (2) 2x4: PRECAST OR POURED IN lR-VALUE PER ENERGY CALCS) w/ 6' TAPCON MIN. I 'EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL PLACE SILL (PER BLDR MEMBER w/ (2112d NAILS 8' FROM OOR JAMB /WINDOW SECURE t0 BLOCK w/ (l)' TAPCON ' GYPSUM WALL BOARD EACH END and 9 IS' O.C. MA)<---J(ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH #' TEXTURED CEMENTITIOUS I) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+I 1%6') PER MFR'S SPECIFICATIONS) END and m IS' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL (I) DRIVE PIN, 8' FROM EACH END and or C926) OVER CMU--;-(LocATION PER PLAN) DOOR JAMB TO BLOCK (+1 1516) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX 8' CM ' P.T. FURRING STRIPS 9 IV O.C. C4C)—THROUGH NON-STRUCTURAL MEMBER (Ix or �' DSB) MIN. SHANK SITE .145 SCALE: I -I -0 16 w/ J" TAPCON MIN. I � EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT I j' NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED ro PLUM: JAMB. P.T. (2) 2x(*:o ` DOOR JAMB TO BLOCK (+3 16") RE ONCRETE SLAB DO NOT EXCEED SECURE TO BLOCK w/ (2) �' 7APCONS 4G SCALE, r=r-0' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 8' FROM EACH 14 . AND REINFORCEMENT) 8' CMU BLOCK ENE) and m 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or UPLIFT UP TO 1,115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and (SEE WINDOW/DooR JAMB BLOCKING: , SIMPSON HTS2� w/ (10J 10d NAILS TO TRUSS 4 2 BLOCK WALL SECTION —HIP R00 AND REINFORCEMENT) 18" O.C. Max SINGLE STORY SCALE: 3/a'=r-m' FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) a'X2 J' TAPCONS INTO BOND BEAM -------PRE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING for EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I j' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,356 lb BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (10 SIMAS$ Nt82O EACH SIDE OF TRUSS 5 NOTE: (10) IOd NAILS TO TRUSS 4 (4)'X2' TAPCONS - P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or �' DSB) for EQUIVALENT INSTALLED PER MFR'S SPECS SECURE 70 BLOCK w/ (2) ' TAPCONS `f (MIN. EMBEDMENT I J') 8' FROM EACH W/ ' TAPCON MIN. I �' EMBEDMENT INTO BLOCK ENE) and is IS' D.C. MAX TAPCON5 MIN. or OPENING 22' x 30' MIN. \--WOOD CASING AT SIDE WINDOW TO BLOCK (+2 Y4 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 2' APART �' I$' MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN JAMB TO BLOCK +2 Y4 O.C. DOOR ( N. SHANK SIZE .145 3 SCALE:NTs. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER R8�1.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE: r=r-0' S SCALE: N,T.S, MIN. EMBEDMENT I' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � � IINIII ��omoomosam� SUBDIV. & LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT*: R5025.048/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ®Ec 11 DA'ft: 12 /1 "7 /16 I SCALE: 1/4"=1'-0"' SHEET D 2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %, O.S$. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 0 6' O.C. 6 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 %' CDX EXTERIOR PLYWOOD or 1532' APA-RATED O.S$. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 6 6' O.G. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES 9 EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS or y' PLYWOOD or Yob' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS ,s 4' O.C. -a or RAFTER PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP l BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS im 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM o ANY MANUFACTURER Z NAIL REQUIREMENTS -- -- SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 3/' 131 110,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS s 4" O.C. TOP 4 BOTTOM EDGES . m Z 4!' L SA Sd RING SHANK GUN NAILS m 6' O.C. IN FIELD N C% Z � Q I 4'-0" MINIMUM OVERLAP FOR TOP PLATE SPLICE ® 1 lyS LL SECURE TOP PLATE5 w/ 16d COMMON NAILS 9 4' O.C. n Z z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROW5, STAGGERED w _ (O.S$. TO BE STRUCTURAL GRADE) �W No ?� Z iv° W Sd RING SHANK GUN NAILS g 12' z J u'o O.C. IN FIELD a Z 'n Z W or Q W 8d x 3' SCREW SHANK BALLISTIC NOTE: = Z�U ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' o NAILS Q 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL Z SHEAR WALLS. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . . . . TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' TdG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (O.S$. TO BE STRUCTURAL GRADE) SCALE: 3/4'4-0' NOTE: RE -ENGINEERED GABLE TRUSS DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 0 DIAGONAL BRACE TO BE Q ANY SPAN 15'-0' OR 1(4'-O' O.C. g SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS is EACH TRUSS (DIAGONAL 0 0'-0' - 30'-O' USE (1) X-BRACE X-BRACING TO COVER 5-TRU66ES 30'-1' - 60'-O' USE (3) X-BRACE F (1) X-BRACE 9 CENTER 4 (2) BRACES 4 DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10, HIGH (AS PER TRUSS ENGINEERING) PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION 7B 7B2x4 SAME X-BRACING REQUIREMENTS) RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRUSS w/ (2)12d NAILS INSTALLED 9 MID -POINT OF TRUSS SPAN I SCALE: 3/4'=I'-O' or 10'-O' O.C. MAX A R C H I T E C T S pDesign 1 )L Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 �II"IIIIIIi �o�momv�om� EQ V 0 E m c SUBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MO DEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ®it 1 12/17/18 I SCALE: 1/4"=1'—O" 1 SHEET U3 SON VTCR of ;ING (U 6 EA 6'-01 O.C. M. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=l'-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILSEc ECURE 2x(o MIN. TO BLOCK w/ (2)Y' x ITANCHOR BOLTS w/ 2' B WASHER SE NIG T IN 51MP5ON or USP H STRENGTH EPDXY -- (MIN. V EMBEDMENT) I 2 ECURE x6 MIN. TO BLOCK w/ (3)Y' x VANCHOR BOLTS w/ 2' WASHER SET IN 51MP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT7 T GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' /-PRE-ENGINEERED TRU65 $" GYPSUM BOARD OR " HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL p < Q. SCALE: 3/4'4-0' //_ PRE-ENGINEERED TRU55 ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 1\3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.G. MAX) 'GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) Q 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH 51DE 9 12' O.C. 3 %8 BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. FONC)ETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-l'-0' ' TEXTURED CEMENTITIOU5 ) REBAR VERTICALLY IN CONIC. POURED COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) C52(o) OVER CM"' CMU BLOCK ,—WEATHER STRIP / MOLDING (PER MANUFACTURER'5PECIF NS) SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y' x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r nw. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) Boon -GALVANIZED STEEL VERTICAL TRACK B SECTION(BY OTHERS - INSTALLED PER SCALE: Rts. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �'llll"'ll �mm0am�mov� SVHDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 'Bdt 11" 12/17/18 I SCALE: 1/4"=1'-0"' SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF 5TUD EX15T5 BEYOND EXCEPT 5TAPLE5 W/ %a" LEG MAY BE U5ED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED a I" O.C. MAX VERTICALLY LATH 5HALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT5 BUT SHALL BE STOPPED AND TIED AT EACH 51DE. PER ASTM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIE5 TO BE (NO. 18) 0.041' WIRE 3, BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECE5 OF FORM FLA5H 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 I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLA5H I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PL45TERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A STEP 1 IN5TALL FASTENERS (CLIP5, STRAPS, 5TAPLE5) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 scALE: N.rs. s" TRICK, 3 COAT CEMENT PLA5TER WRB LAYER 12, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 'al" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLA5H TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL 5TUD TYPE "M" CONTROL JOINT 1 SCALE: N.T,9. NOTE: APPLY 5EALANT AT "M" CONTROL JOINT END TO END CONDITION5 //vUSE FINGER5 TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING 5URE THE FORM FLA5H 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES, TAKE 5ECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 SAME MANNER, MAKING 5URE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. �.yxNIY(17►1 TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H 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 (5EE TYP WALL 5ECTION) NOTE: SIDE LAPS OF METAL PLA5TER 5A5E5 SHALL BE 5ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVAL5 NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 1,8.1. NOTE: FOR REPAIR OF TEAR5 IN WRB LAYER5, TEARS MAY BE PATCHED PEEL & 5TICK WOOD 5TU 7n 5HEATHI WRB #1 TAPED T SHEATHING uw/ WI #2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN, 5TUCCO OVER METAL LATH. METAL LATH TO HAVE 111 VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.TS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR 5PEC5) WEEP SCREED 5TARTER 5TRIP (PER MANUR 5PEC5) MINIMUM CLEARANCE (PER MANUR 5PEC5) 5"X7" CONTINUOUS GALV. METAL STEP FLA5HING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP 5HINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.ts. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" '@ VERTICAL LAPS (ROLL ENDS) 8 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" 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 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER BUILDING PAPER OR 76 APPROVED EQUAL) 5HEATHING METAL LATH x x x X STUCCO WOOD 5HEATHING �'_ 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIIII'I L0m0o0vvo0& SVBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 5z 1CANTWELL NO 12079 DA(TE: 12 /17 /18 SCALE: 1/4"=1'-O" SHEET VV AI 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAP5 KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FA5TEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTER5ECTION5 WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 5'iUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYER5 OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. I y" ABOVE SHINGLES SELF -ADHERING FLA5HING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP 5KICKOUT DETAIL SCALE: KTS. ""'" "ECEIVE 1 COAT OF 5HER-CRETE -,ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 511DE5 OF ELEC. METER BOX AFTER STUCCO IN5TALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: NTS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION SEALANT ON TOP 4 511DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) �FLA5H OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLA5HING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE 5ET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACKED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND 5TUCCO ON ALL 51DE5, y4" SEALANT 6 JOINT5 ALL AROUND $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLA5H 6A BCALE: N.TS. PIPE THROUGH WALL_ TRUCTION 5HEATHING WOOD FRAMED WALL BUILDING PAPEF UNDER "QUICK FLASK" WOOD SHEATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, WOOD_ FORTIFIBER CON5TRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER Yw TO 1/8" MID -WALL WEEP SCREED 6" SELF -ADHERING FLA5HING HORIZONTAL WEEP SCREEI (FRAME TO FRAME VENT PENETRATION A SCALE: KTS. WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH /0" TEXTURED FIN15H 6 WOOD FASTEN TO WOOD STRUCTURAL MEMBER s I" O.C. MAX %s" TO %` MID -WALL WEEP 5CREED WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING -TEXTURED FIN15H e MASONRY HORIZONTAL WEEP SCREE] (FRAME TO BLOCK; �3GALr. NT6. NOTE: PROTECTED FLA514 TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED ENE) TO END JOINT5 CUT ENOUGH PROTECTO FORM FLASK 1 PIECES TO COVER BOX 4" PAST EACH 51DE. 5TARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FA5HION TO COMPLETELY COVER THE BOX. WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLA5H I 5ELF ADHERING FLA5HING APPLY 60 MIN GRADE "D" FELT OVER 5ELF-ADHERING FLA5HING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ,qTFP 1 STEP 4 NOTE: ATTACH PER MANUF. 5PECIFICATION5 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 INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (5ET IN CONT. SEALANT) SEALANT @ ALL 51DE5 �+ DRYER VENT BLOCK V B SCALE: V.S. PER FBC R10321 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLA5TER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCOa" WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-84l-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (5EE TYPICAL WALL 5ECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: KTS. (FR,pME CONST) STEP 3 A R C H IT E C T S pDesign 1 iU plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774AO78 www.abdesigngroup.com AA #: 0003325 �II"I'llll omoo0omm� E O 8 v� O E O L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#* R5025.048/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' Bic DIE: 12/17/18 SCALE: 1/4"=11— 0" SHE�E��T� VV A2 WOOD SHEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-780 CU5TOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WIRE, LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER AMC 6-WFWC--180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6" 5ELF-ADHEREING FLA5HING WRAPPED a CORNER OF CANTILEVER AMICO AM6l-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) 6 PEEL 8 5TICK a DRIP EDGE TO DECK 1 /2"XI %" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 STICK a DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 8 5TICK 1 %"X1 %" P.T.OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y" GAP FOR BACKER ROD 4 5EALANT 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD ##,COMPONENTS PULLED ---�, APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WIRE, LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCC0 WOOD SHEATHING SELF-ADHESIVE FLASHING X X X X a — a I VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT)/2" MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKER ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER #I WEATHER RESISTIVE BARRIER 12 I — DECK MEMBRANE, EXTEND OVER DRIP EDGE �3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WOOD CON5TRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQL 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A SCALE: N.T51 A�SGALE: Y" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y"XI )/2" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING 15t LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 8 5TICK) WRAPPED FROM BALCONY Y" GAP FOR 5EALANT 8 DECK TO CANTILEVER OPT. BACKER ROD a" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) ONY DRIP EDGE INSTALLATION 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLA5TER CORNER BEAD FASTENED TO SHEATHING a I" O.C. MAX. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @yLRNER BEAD C FRAME E: NTS. CORNER BEAD (FA5TENER 4 5PACING a i" O.C.) CMU V THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK SCALE: N.T5. COLUMN SHEATHING WEATHER RE515TIvE BARRIER #1 WEATHER RESISTIVE BARRIER 12 6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK •� 1 Y1211x3" "L" FLA5HING FULLY EMBEDDED IN ROOF CEMENT I /2" X 3" 2(o GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Iz" MIN. 5PACE FROM DRIP FACE TO TREX ###COMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 -EXTERIOR COLUMN -COLUMN 5HEATHING �6" SELF ADHERING 4 FLA5HING d y2"x3" "L" FLA5HING FULLY EI\15EDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV, METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 511DE5 OF COLUMN -VINYL (OR APPROVED EQUAL) CASING BEAD -WATER PROOFING 15t LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER -METAL LATH -WOOD SHEATHING -WEATHER RE515TIVE BARRIER #1 -WEATHER RE515TIVE BARRIER #2 - 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP C COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S Design p 1 o U Islnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r illillilill �unn,ui E 8 N E s C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833- 01 PROJECT#: R5025.048/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT-. STATE OF FLORIDA DEC %ATE: 12 /17 /18 CALF: VU A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE �r WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW FRAME, NO BAND 1 Jti SCALE: KM WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8 THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 12 %6" X I Y4" LAP SIDING W/6' REVEAL 6" 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CASING BEAD SIDING TO STUCCO C BLOCK TO FRAME TRANS WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 5 /1(o" X 1 Y" LAP SIDING W/6 REVEAL (o' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 7' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%s" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING Yell THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 ON WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL METAL LATH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (o"SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING NWORRB LAYER #1, 5TUCCOWRAP APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER 11 L (OR APPROVED EQUAL) METAL LATH ILODED $" THICK, 3 GOAT w FOR aRITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE &FRA)ME, W BAND @,, 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6" 5ELF-ADHERING FLASHING GALV'D METAL 'Z" FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z' FLASHING WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP (o' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING f' WEATHER RESISTIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) :CASING (W/Y' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO Cap FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO ,:� WOOD SHEATHING =/7 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / A5TM C-841-09, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $" THICK, 3 COAT CEMENT Y' GAP rYP PLASTER GATT BEAD METAL LATH IX TRIM MEMBER � STUCCO TO RIM TO SIDING TRANSITION WRB LAYER 02, FORTIRBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER #1, 5TUCCOWRAP WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (o" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO � CASING BEAD 1 t SCp1E: N.TB. ( CROW -SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, 5TU000WRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) }I WRB LAYER #2, FORTIF15ER x BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8' THICK, 3 COAT CEMENT (EXPLODED PLASTER VI1=w POR CLARITY) CASING BEAD C RAISED BAND FRAME_ @EK—E. NTB. GAP ryp EA METAL LATH W A81NG BEAD /' EALANT TO WINDO /� WRB LAYER #2, FORTIF15ER BUILDING / PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #I, 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) APPLY FULL BED OF SEALANT BETWEEN — FLANGE 8 BUILDING WRAP ry EZ BEAD WINDOW CASING 1 / SCALE: N.T.S. f 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (01a" FLEXIBLE PVC BACKER ROD INCLUDED) WRS LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design P(U p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �mnmu �eamoaeo0m� SUBDIV. 8c LOT: OAKLAND LAKE (LOT #48) MODEL: 1833 F1833-01 PROJECT#: R5025.048/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1u scaLE:NTs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR TEMPORARILY FOLD I Id SECURE HOU5EWRAf IF UNDER) at FOLD HOUSE IN AT JAM55 SLOPE SILL R. EXTE INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF RILL R.O. MECHANICALLY FASTEN FANNED =DGE5. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01 r,r u NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY -0 VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5EALANT5 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. (o" SELF -ADHERING r OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/$1 NOM, CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-8" VERT. END DAMS REQ'D. AT EACH END OF SILL " MIN. TEXTURED )EMENTITIOUS COATING )VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VIER BLOCK STEP 4 L7 1 FI r 1 ) INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE RILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT (0" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STEP 5 U 11J1 V '5" MIN TEXTURED '�EMENTITIOU5 COATING OVER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS k WARRANTY (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS 8") (MIN. THICKNESS 8") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. MINIMUM STUCCO THICKNESS D19SCALE: N.TA NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Desi n 1 ®U I pnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I �oom�o00J E E O t RCN SVBDIV. 8e LOT: 0 AKLAND LAKE (LOT #48) MO DEL: 1833 F1833— 01 PROJECT#: R5025.048/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA DEC 11 2018 JAMES CANTWELL AR NO 12079 DATE: 12 /17 /18 SCALE: 1/4"=1'—O" SHE�E��T� VV A5 ¢ a a a a a a a a < �0 V � I y, ° J2 J4 J6 J6 J8 J8 J6 JB JB J8 JB J8 is JB J8 J6 J8 JB J8 J8 J6 14 J2 2, 2 — — 2• y J2 J4 J6 J6 J8 J8 J6 J8 J8 J8 i J8 is J8 J8 J6 JB J8 J8 . JB JB BIG — 7 1 1' 7, _ / I \ / — - -- - ---JB i V3 - V5 fO V7 C 02 n V9 1E G C4 V W 11-10 2 OI 8—I2 0l 9-0T 20-6 ROOF PLAN SCALE: 3/16 = V-O" ELEVATION "B" l901 ° ;4b FILE CO RECEIVED JAN 11 Z019 ST. Lucie County, Permitting 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 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 D THDH26-3 QD RT16A (D CONNECTION BY BUILDER 'r9m"M ❑ REVIEWED AS NOTED REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION $ebmlltels are reviaad for conformance with design Intent end 1#00111 Aempiiffce with the Contract Documents only Nethlioas Be Not Aa1heN2e Chalps to Contract Sum. NYi1ws, commMfs aA1/of corroctiaus does not rohove the CMdMW Mm cemyfiaace with tlm Contract Documents. The CMtnotlr is raspoesibtf far caltirmald sad corrdatind all pwtitias. Nmeasiews, teNrlfwc, Affiliates, fabrication Rcftesses, techfipell lad $"slates of construction tfmptNDiq of mlterblf wd M*isls coordination of then work *Rh ether lrldf OW wklalraclers, partormance of "A is i safe 44d wlitted 1 miswu gd for fun compllaeoe om N 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 TIT —LE - DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES W/O AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND OOMINGNG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'SCSI-01 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING R BRACING METAL PLATE CONNECTED WOW TRUSSES' (PI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION Ta PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE 0 CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope) ASCE 7-10 (Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH trip, Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 It. Ad. M m"eMr SHrucl Eno 076051 2590 N. KINGS HIGHWAY FT. PM EL ML(,7,22).4a4-41e0 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design SOLJTBEW TRUSS (772) 464 are the responsibility of the building designer or his engineer. COMPANIES INC. Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. , 2590 N. Kings Highway Fort Pierce, FL 34951 Plan — 1 6"=1'—o" 12/18/2018 1 dhc Elev DRAWING NUMBF 1833-8—C •