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Home My WebLink AboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION ° CS COVER SHEET ( GN GENERAL NOTES l 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXX0 0 — 0 0 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i pul INHkmnes ya n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN_ SEISMIC ___SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR N SNOW Speed Topographic DESIGN Frost line DESIGN 'UNDERLAYMENT FREEZING i ANNUAL LOAD (mph) effects` CATEGORY' Weathering depth, Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A N/A Heavy 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 R3 .CONSTRUCTION TYPE — VB 1ST FLR. LIVING 1,533 SQ. FT. • MIN. INTERIOR FINISH — CLASS C GAR43E 411 SQ. FT. •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 2,244 SQ. FT. RISK CATEGORY II ENTRY 22 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C PATIO 21 SQ. FT. •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,251 SQ. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15,941 SQ, FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. SGANNEP By AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN St. Lucie County GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H IT E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 ��ommp0omoo& E 8 Cd E O IC L SUBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050 00002 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT ,'AA2 2 2 3/21 /19 GALE: 1/4"=1' — O" SHEET Cs Og 10 l CL 0 u W J LL GENERAL NOTES 3. 4. 5. 6. 7. 8. 9. 10. 13. 14. 15. 16 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) Al SLEEPING ROOMS 30 A.P. ATTICS W/ 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 /PSF) 131. ALLAREAS 10 C. ROOF LIVE LOADS _ft C.1. '* MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE 601.6 OF THE FBCR, BTH EDITION (2017). D. ROOF DEAD LOAD^ lPSF7 D.1. FIBERGLASS SHINGLES 17 0.2. 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 E5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD LFSF) F.1, GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72- ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS 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 -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702A.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. S. 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 1 318 INCHES 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 R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6, 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED 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 l'- 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 DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %s THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN W 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 AMINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'%', 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017), MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 5301ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN ''%INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606111 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT ATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST26" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH N. B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.A. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y21' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. T REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONSAS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.l. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15132" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY 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 AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I, IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF SOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21, MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR _.. 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 1 00'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 1W VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %:".AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %d' 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 OFSECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVERFRAMED 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 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER. BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S 4Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,abdesigngroup.com AA #: 0003325 �IIII"IIII LooOva0000� E 8 W E O C L SUBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: GENERAL NOTES 160 MPH EXP. C IrARCHITECT STATE OF FLORIDA D E: 3/21/19 .ALE:1/4" V-0" SHEET G OF to ccZZ OLL W Q� WaVU W V W = m �j LU `.. V N SECURE STRAP TO CONC. W/ (2) 3/16'x2" TAPCONS 3 1/2" Ti GONG. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 05xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL STUDOR { AUTO -VENT 1 r I 24 I I 21 SHWR/ TUB 21 I3 WC LAV 2• 3" l STUDOR I 3" AUTO-VENTa KITCHEN SINKS 1 2' 1 AUTO VENT i I 2, � LAWS i Y 3' WASH \2, 2, �2. 2" 2 we I 3, 4, 3 IT'-3" 23'-9" @ u- °- 3 I/2' `D ■ ■■ ■■ ■■ ■■ ■ on ■ 1 TUB/ I I ii SHUZ ii i S DI 31'-9" DI li C3 1/2" CONC, REINFORCED r� W/ 6'xb'-WI.4 x WIA 1 ON 6-MIL POLY ETHYLEM DI VAPOR BARRIER ON TEWT'E m TREATED WELL -COMPACTED N ■ Tp �� \� CLEAN FILL i „ i > I oL0'-O' PIN. ELEV. �17FIN. GONG. SLAB N m 21'-4' 11/2° 7-101/2" ro N I � 2 i J m iY �• N 60X34 -- - I s SHOWER' m ! PI I 3'-I" I, 2'-11" I.DUI`.I �°o K1 I II II ac 7 n I IIII ail, `II I Lr>ru II �. ♦ � 11 �_r-.-T 1 N In I' PVC CHASE TYP. 3/4' CONDENSATE LINE �z. I FOR ELEC, i i (I WH EXTEND I BOLLARD-----///o SLAB 1 1/2' ro'-O' I � 9A -6' RECESS SLAB Dl DI Y3-"4 FOR PAVERS ■ I 30'x30'xI2' CONC. FT& W/ (3) s ■ ■ I REBARS EA WAY ON CHAIRS MIN. ---- —_j W L— 3COVER -- 9VWARD ■ ■ ■ ■ ■ 0 A CPAVERS� ■ ■ ■ ■ CLEAN -OUT ■ ■ _ ■ ■ 4A , EDGE v OUT -WARD _0. LINE 0. CLEAN -OUT PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES 2'-3° Fu" UNDT1 N PLAN SCALE: 1/4 = 1'-0" ELEVATION 'B' cA t-- -6 1/2'* 2'-3" l gyp; m �A r r/24'x24'xl2' CONC. FT3.W/(3)15 REBAIRS EA. WAY ON CHAIRS MIN, 3' COVER 0 It 3 1/2' CONC. SLAB A R C H I T E C T S Design Group« wwovvvv�+r� o<. av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �oo■v�o■om� SvsDIV. 7LAKE OAKLAND (LOT 5 MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA PEAR 2 2 D`1 `1 '3/21/19 GALE: 1/4 11=1' - 0" SHEET IF u W 0 U. W Ic 0 W L LLI fI = m Ul V N A R C H I T E C T S Design Gro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www. a bd es i g n g ro u p. co m AA M 0003325 r � �om0000somg E 8 N O E O r C O L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT: R5025.050/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA ."AR 2 ATE: 3 /21 /19 GALE: 1/4"=1'- O" SHEET 2 OF ki 1 } 5 0 U) WALL LEGEND S'-S' BLK. BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 6 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY 0 SPECIFICATIONS. REFER TO TABLE N/83 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® ® 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTTS CONCRETE P.D. Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6" 8/22-S-CUU/llX RECESSED L-IA 5'-10° 8/16-S-llU/lUL L-2 1'-5. 8/24-S-Cla l/C1)L L-3 Il'-4' 8/28-S-CUU/CllL PRES'fi�SSED L-4 4'-6' 8/24-S-CUU/CllL L-5 4'-6' 8/24-S-CUU/CIR L-6 9'-4' 8/24-S-CUU/ll)L L-1 1'-5° i 8/24-8-0)LI/CUL L-8 4'- ro 1 8/24-5-CI�I/CI)L 4,ftZT-44R,GT,t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' SF22-I5/IT RECESSED L-IA 5'-10, 6FI6-I5/IT L-2 1'-6" SF24-I5/IT L-3 11'-4' SF28-115AT F1;iESTnSSED L-4 4'-6' 8F24-IB/IT L-5 4'-6' SF24-I5/IT L-6 V-4' SF24-I5/IT L-1 1140' SF24-I5/IT L-8 4'-6' I SF24-I5/IT L-1 (2) 25-SH EGRESS OWNERS SUITE 8'-8' CLG. J GREAT ROOM 8'-8' CLG. ------------- BATH 1 8'-8' CLG. L-5 25-BH EGRESS TEMP BEDROOM 2 &-8' CLG. BEDROOM 3 a'-&, CLG. ®� OBATH BATH (AMA) 8'-8' CLG. L II I KITCHEN W-8' CLG L_- LAUN a' -a- r-LG. Hill III I I III I I I!I I I II FO YER DINING ROOM 2—CAR GARAGE III 8'-8' CLG. DEN CLG. V III O 8'-1-8' CLG. III L - I I I 25-SH E(2) 25-5H 16'-0' X 7'-0' OHGD L-IA L-3 LINTEL PLAN_ SCALE: 1/4 = I'-0' ELEVATION 'B" I 11j, I Eel 00 F -- L J A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll \� 0��0000�OJ 8 cC6 C O i ;C L SVBDIV. 8a LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833— 01 PROJECT#: R5025.050/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 2 2 DA, LTE:\3/21 /19 SCALE: 1/4"=1'—O" SHEET 3 OF u SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A°PBFGAAT ILI INTFI 4 PAFF I /l AI7S /I C"'_VAara' GRAY' f ` - OVERALL LINTEL LEYGTH B"E BF6 a5 31 AT BRIE DB D D3 EF 4 6 EF b-E F&Selo EF3: Oa _ 4692 (TYPE CF LINTEL) rBGO B - 3'I2 B 5FI6 IP &' 0 B BF 4 I6 19 2'-6"70 V-6-(PRECAST) Y29 m 9 3A ) Gbml EE 4 D Im-ol 3Pi69 460E 25 L. D 1661 439D .1 Im3.94 6561 m34 1189E BID)_ 3'-l' TO 4'-O' (PRELA5TJ%E ) - 2b99 rE95 Hb IID EII 331 l5/l 3.�3 89 4 I gA34 06 �480 IIBD9 od14 4'-TYRO 4'-6'(P,EECGST) 699 NIB' 4D15 LII� '54--- 0E 6I1 U S 4-T TO W-4- (PRECAST) 1211 136s 145E 561 112 'sLA 414E ' 166E AOrO 5365 14T 3". S:,_ 4)121 IV, Il 0 631 D9D 9 399E -Ao 5'-5' TO V-I0' (PRvOAST) Iy62 51 '1611 43va Ise_ r 6aK 11B1` / 83a5 5'-II' TO b'-b' (PRECA$T) 908 _ I2 8 Ell i41?i tea. 6:60 1121 B@25 G/5 G e 191 36E5 II 0 E 6'-T To T-b' (P.REI T_A 504 - IDII 9 661 r_ 6 I" - 1 _ _Jmj C&B 846T 8 '] _- 161 8113JDt_ l'-T TO V-4- (PRECAST) - 415 l5] ° 245 Ili Jan 53� LAT L_. �...- 254-4. be DS_ 639E S-, c. <L-L eb3 e.-t -- - -- - 9-5 T010 .6 (PRECAST) . 64 IZne � 3 YS 4-. Z'9 4"3 4l 4 1141 4 16_ I.LT TO II1-4.(PREGAHT) 3&2 4 58 '43 I& 41 G- 4 1D" 123 ". 4Zv6_ lab' 03 e I'-5'TO R'- ( 0' PRECABD 331 " 54a 1- SSA 4 x 84 T11A L101 1112 '29 v (PRECAST) 296 1_1l 424 EE 1 Drz 5.E _ i .ems 13'-5" TO 14'-0' (PRELABT) 219 442 TD6 I'd91 Lis <T 6JE Nk Nl NR IF.- 11 N,. 1� 1W-I' TO 14'-8' (PRESTRESSED) NR 408 TB: lD rvE NF N'.i IA2 NR 4 5 2nIT NR NR T2 N, 5 S ) 14'-9' TO 15 -4' (PRE TrE BED N R 1:5% Ne NI ae ._- 'I 3i. NR _... :a50 1.30 NR N4 - 151: N0_ IB'-5'TO IT-4-IPREBTREB$EP) NR _ r 3Cm 548 oG e ` r` UP { NI 180.E Ir N' �R 1041 \P n'-5' TO 19'-4' (PYE$T�C D) NA -- _ 235 4<O vD --- - laAl V T2 Iv '�` \IC T 6 VR W-5- TO 2'- ' 14 (PRESTRESSED) FREE NR _l BD 3dm -.5'E NR rvR rvR E4^ \R. 'T14 135o TR NR 4c8 ] -0 TO rzrz O'(PRE8TRE69E0) NR IEAI 1e5 NR ''A h99 A' NC - a k5 y d5 NR NI 55@ 185 NP NR ]r-l' To ]o-'-m' (PRESTREssED> NR '.<39 1 so 450 614 E86 1,sF 1212 SAFF I nLYJ5 (I PP 17) A'PRAr_LPT 11-I INTFI A a UOD''_IFT LATERAL OVERALL LNTEL LEWi 4 1, T F IT III 0 1 -14 T E T 843 T (TYPE GF LINTEL) &E-'<I . 11E3 6FI -16-2T .a2+ 5T' O Y 9 8F24 T 9v & 8 2 61 BF3< eT -901 BUB 8F5 ROM T-B' TO 3'-6' (PRELABi). mi5 1024 1999. 56E 36A 6 Pis 35Y4 "'Zit 394 3 16 5261 351a 613 Tool 3 5 6D 9 3'-T" TO-0' ( GABi) 4 FREE L63 _ m T An , EI5 1-lm 99 5 Solo 6� l63 13 0E S]T9 6'-I' TO 4'-6' (PRECA91) Il6l WIC Ills l lv 4m4.3 9 4 5J19 Sl 592 691 101E 1016 4'-I. TO V4' (PREGA6V 1561 e a B 95 59 3 _ 52. ? 4 - 34m 411 943 5'3'TO 5'-10'(PRECA6T1 339 616 B°5 ACT 2',@ IiB6B 2�11 0T ,'0 nl9'^- 5'-11- To &'-v (PRECAST) sot NI 40m 110 I'll 3-2 3v"a_ t2t Ip68 i6u 6'-I- TO T-b' (PRECAST) l0B II86 5 521 q14 534 363 891 PiiE045T) l'-T TO 9'-A- ( '3m 9T5 916 1.6E "IG l- 619 612 130 9'-5- TO 10'-6' (PRECAST) 53m:-. t 604 141 c3 340 G5 ea AIN 180 10 -T TO II'-A-ePRECA6T) q34 TT,,45B 9�Gd Y" E41 J" "V" p69 452 154. II'-5' TO 12'-®' (FlRE00.9T) 410 ILT 'S T hC� °4 815 Soli LIT 2a4 402 13l 12 -1' 10 13'-4' (PREOA61) _ - 324 UP A B 6a 5B lBp 15 I'IB 16 J Is,I R gt 13'-B' TO 4Lm'(PRBdA$N I 26 23 ISO 41m 4A 3q +.m Im6J bl .+156 i5 aB. 9 ICm, '1A I39 14 -T TO 14'-6' (PRESTRESSED) - _446 339 313 663 426 1 '.-m3 _L9 H ' - 1T3e ms4 _ NR Is, e1 2£ 14'-9' TO 15'-4' (FRE0TRE8&EP) _. 83d „^6B __-- 616 9m8 Icy _ 4@0 IELB /3 15445' TO I7'-p'tPREaTRE96ED) 92 `--� 3ba 5mb i4e_'. 40 4 1 aLo 3T 1a13 'Ne 194 64 - _ Il'-5'T019'-4'(PREBTRE9SED I66 � - - 561 45m _. Iy59 "-_'__- Il2T NR 148 SF 5 2 S_ 19'-5' TO.21'-4' (P 5TRE8s DJ - -'As NR 125 41 12 5. v 12 J .a Im4Z 6-1 21'-6'TO ]2'-O'(PRE8TRE00ED> 3 _59 /IT 3 I b5B d'E B6 -999 VR IN 40' - 9 5@1 M'-' TO 24'-0' (PRE6TRE60ED>-4 _ NR 91 m lS h. I]4 -02 319 65 bR@ 8" PRECAST W/2"RECE66 DOOR U-LINTELS SAFE LOADS CLB5/FT) GRAVITY OVERALL LNTEL LENGTH 84F6 0B &PLF O-'C B,OB 8RF'8-D9 _-oY11-OEe,=F16-0E 30-D (TTPE WLINTEL) &Rub - &66 1 B ShF01B 3355- 03 IB B¢tB 9F'i20 ?P.ji lB _ - 4 TO 4'-4- (PRECAST) 6-,5I91 434 - 6 6 ..E 369E D6 39 3 69., KOs, T D n 6 66 `✓>Wr F 366 66 9 z m 4 4 .0 53 %4l9 m8'3 CIA, 5?)' 6 E< W'9 069� - G2 3966 .. 4'3' TO 4'-b' (PRELISTJ 4'-T To S'-a' (PRECASTA Bbb 116 24B -1 Al BE 9C 9311 b53 6 16 D9 s. H L i114 J 0b 6'-9' TO 6'-10' (PRECAST) 810 111E 1 2_ 424 bba9 53/C Boa^ m lid 4D Blob �4:3 IJb(4 J'I _ 9 31E V-ll'TO 6'-&'(PR£CA&V 99l - 504E 1915 'n; 1 -- 1825 __ 31<m '5 1451 '45? J -6 4- _?23 15 ' 1A " b'-9' TO T-6' (PRECAST) 669 _14W 5143 899 B693 l'-1' TO 9'-B' (PRECAST) 411 46 ': 39 66 1 3 9 E91 3116 526 99e. Il 225E A.9 <Pv0 5B31 V IFREGA6T W/2" RECESS DOOR U-LINTELS SAFE LOAD5 (L B9/FTI C~°C"Alm JP -[FT OVERALL LINTEL LERI SFY2-IT 5610 r I 6NA14-T 5cA 9 17 Bff21 T BrdPb-IT aR3m-Ir (TYPE OF LINTEL) - BRFb-T axis lYjSREIz-2T 3D3 b 'a1 eRF1a.n1 elRr-AF> 1NT _ a. BRF6 RCYb 3056 3YH � 514E a'- '( (PRECAST) 3'-6'TO 4 PFEC 3a56 9 3151 a -6E 5 - 514E 15B l5l 116= 9m5 16b 361 499! A-" 4' a- TA-"(FCA6V RE ZIb14 015 T' Ib24 <111 69 T9- 19 9601 T5 4943. 10T3 1F 393 4'-T TO B'-B' YFREGABT) vl5 69 l91 4ab e0- 655 2. 26J '.E54 3 B- - 3'I 6eS 6 l-6 5 "e l.. Else 5'-9' TO B'-10' (PRECAST) - 65rs - 3 'Y46 d 50 - - 'A193 J106 - 5 99 . 362 RBI 616 51C 9 Is Eli 311. 5'-ll' TO 6'-B' (fRECABD 5t6 r - I000 lo_m 198a - 141E J211 <E19 3.2E 535 'S' 46A 506 4 la "1 .56T 236b '-9 T ( 9) 6 TO PREGA T 5 D6 I"64 89a CAL 9b5 26@ )SAID 25@l I¢-9 196r 509 b14 4' 363 S 4 6 5N4 _ , 41ED T'-1'TO 9'.B'(PRECASv 2,11 'a aim 21A :,AS E2. Im11 3B6 na as 4^ST. OwTt LINTEL SCHEDULE MAT IA 5 ER L I. Pc V precast lintel • 4000 psi 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM C419 f'g • 3000 psi w/ maximum 3/8 inch aggregate 4 8 to II inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength = 190E pal 5. Rader per ASTM Ae 15 grade 60 6. Prestressing strand per ASTM A41ro grade 210 low relaxation 1. Mortar per ASTM C210 type M or 5 GF=NER)4L. NOTES I. Provide full mortar bed and head joint$. 2. Shorefilled lintels as required. 3. Installation of [Intel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinfordng and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom Steel for mechanical anchorage. 8. Cast -In -place concrete may be provided to composite lintel In lieu of concrete masonry units. B Safe load ratio based on Tailors desig n gn analysis per ACI 318 and ACI 530 10. The exterior surface of lintels Installed in exterior concrete masonry walls Shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. Il. Lintels loaded Simultaneously with vertical (gravity or uplift) and horizontal (lateral) load$ should Be cracked for the combined loading with the following equation: Applied vertical load+ Applied horizontal load K 10 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the dal by providing additional reinforced concrete mason'+ above the lintel. see detail at right: SEE 54FE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE V CLR TYP (2) 5 REBAR GR40 or GR60 5A1=E LOAD 7R45L-E NOTES 1. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe nominal bearing.. Exception: Safe loads for unfilled load from next lower height shown. III must be reduced by 20% if bearing length. is a. For lintels lengthy not shown, use safe load from less than 6 1/2 inches next longest length shown 2. NR = Not Rated 9, 411 Safe load& In unite of pounds per linear foot 3. Safe loads are euperimpaped allowable loads. 10. All are loads based on simply supported 4. Safe loads beetd on grade 40 or grade 60 field span. e ii. The number In the the parenthesis indicates the rebar may be substituted for two 5 repairs percent reduction for grade 40 Field added Inters only rebar. Example V-6° lintel type 8P32-I5 safe -ns oe5Rgner mayevaluate concentrated loads gravity load = 6412ns1 w/ IS% reductloa 6472 r'em the safe load tables, by calculating the (.55) = 5501 plf mazim.m resisting moment and shear at d-away from face of support. TYPE DE51ISNATION _ J � F = FILLED WITH GROUT / U = UNFILLED 3 - I i(57TO TY OF *5 TEL CAR AT TY U = +BOTTOM OF LINTEL CAVITY Q � rl � C SVc - Z QUANTITY OF "6 `9 REBAR AT TOP LOMINAL 0 HEIGHT NOMINAL WIDTH 1-5/8'ACTUAL NOMINAL WIDTH 8' -05 REBAR AT TOP MIN. lU REQ'D 1-1/2" CLEAR TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LMi EL 6AAR LATERAL (PLF) LOAD$ LINTEL SAFE LATERAL LOADS (PLF) Tcul. Aerl Type 8' DOOR HEADER PLAIN a' DOOR HEADER SOLID Tole) Lmat11 T ''P° aw RAN B5%' SOLID T-10' Reset 193E 3%4 3'-B'. FrAs l Ina 2011 3'-6' Ronal 116E 235 4'-1' Retell W 1611 4.0' Reset 844 614 4'-1' Rxeet %I 1571 ''. 4.6' Ramat 636 1166 Race t% 4-8' Reset Nis,159 4'-1' Flatlet 669 1165 1' 1-4- Ramat 666 13% 5'-6' Raeet 650 IIT1 5'J0' Reset 543 116E 6'-B' Pracee! 5t4 564 6'-1. Reset b34 I1'-B' Recast 411 let 6'-6' Reset 612 11% B'-B' ProLdet %6 6l4 6'-11 Reset 518 all 9'-B' PM=del 286 535 1'-1. Reset 446 Ste 1'-0' Reset 425 R4 1'-1. Rawet 351 814 W.4' Reset RIM 145 9'-4' Rcaet 211 DID DI FPsI B1 ASS I1-4' Ramat Be 620 11 -V RsP,0 k4 549 12--6' Preset 43 504 13'-4' Preset I6 404 14'-0' Ramat 99 391 ,4., Prae4eeeetl NA 341 15`4' Raetreeeed NA 302 Q d Ree4aued NA 213 IS H' Retreeed NA. 116 'a 10, Reetr6Ned NA. in 31.4' R s"ISed NA 61 S_,. Fohw.ed NA. D0. 14'IS' Reetreeeed NA. 93 NR . Not ISSA.elded. LO TT S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 r r AIN I NOMINAL WIDTH/HEIGHT OF LINTEL F-PLAIN OR SOLID LINTEL 18/16_P #U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY F GROUT 05 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) GENERAL NOTES: I. CODES 1.1. FLORIDA BUILDING COPE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 4 R606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 190I.2 a 2107. 1.3.. BUILDING CODE REOUIREMENT6 FOR REINFORCED CONCRETE (ACI 318-05). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CADGE 7-10), 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.111, PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2 .19. PRE -OAST IN MENT-6000 P51 RE FORGE 2,1 .!. ASTIM 416 GROUT PER ASTM C4lb - 300E P51 W/ MAX. 3/8' AGGREGATE 8° TO II' SLUMP. 22. REINFORCING BARS: 21 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A015 (GRADE 60) 23.2,7. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).0), . 23. PRE RE STRANDS ASTM A4I6 WIRE, RELIEVED 210 K51 2.4. N DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. IL INFO I H ACI 3 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8 LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY CAPACITY (ID5L (0nU GRAVITY CAPACITY 005L (IRO UPLIFT CAPACITY Inn. eMDU UPLIFT CAPACITY (InL (1f BOnd1 BAR TOP BAR GRAVITY CAPACITY 1 m' b FR:CABi (2)t (D5 4245 180E TB09 sEl %000 3' -V T-T MISCAST (2)R (2)5 2415 M31 M31 4815 405 4'-0' 4'-8' PRECAST (2)5 0)ii nB3 2111 27T 33B6 326 11.1. 3'-,. PRECAST (2)'R (2)5 1343 _ 2165 2165 260E 26M 4'-F 3'4' PRECAST (2)5 (2)5 1232 2011 2011 2421 2421 S 4 4 0 PRECAST (2)2)� A 1006 1651 1651 IB10 I%I B 4.6' PRECAST (2)A (D5 %0 142s 14i3 I bl0 16e9 6.-4 4 5.0' PRECAST (D 4 (D 5 td0 11% 118E IZI6 1405 6 6 5-T PRECAST U)N (2) 1b 1Da 23a iio ISID 6-B 5_W PRECAST M-4 (2)9 &N IV MEN lost 1195 16 Va. PRECAST (2)µ (2)IT DID It MI M5 I0R l-B 664' PRECAST (2)µ (4)5 551 959 S59 IN 1041 0 0' 6'-6' I PRECAST (1)µ (315 519 111 991 112 904 8.4 T-0' PRECAST (1)4 (2)5 ADS %I %I 648 sh 94 8' -V PRECAST n)µ RM 4% 36 126 499 Re b.6 9'-1' PRECAST (2)4 (D? 354 618 618 30t 613 I1 4' IZI PRECAST e2)5 fD5 A %1 MI 3n bar 110' III PRECAST Me (2)5 nS 525 525 211 561 al-6. 11'.1' PRECAST (2)5 (2)5 27 453 4% 251 512 13 -d' la'-O' PRECAST (D5 RDA 255 458 ADS 24 4D 14 V 13.8' PRECAST Of)5 (2)5 239 430 430 50 3e5 IA-8' 13-4 PRESTRESSED 0)µ (2)5 NR 46 416 230 446 15-4' Wd 0' PRESTRESSED (1)4 (2)9. NR 511 31B 210 ACT IU4' k-0- PRESTRESSED Of) A. (2)5 N.R. 2E3 2BB 163 311 S 4' IB-N (1)5 (2)5 NR 124 224 131 11 W.V.al' FOR (])5 NR 201 201 122 231 11-4 20 YU 5 O) 5 N.R ITT n1 107 2" 11 0 10' R)5 fD5 NR 64 164 DO I% 1- 11.5 NR 61 IS2 04 1 113 NR- NOT RECCITTENDED TABLE No Y REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL LEIJGT41 CLEAR SPIN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (0nL (InJ CAPACITY nL emT )InL (InU UPAc CAPACITY fi)% o CAPACITY CAPACITY (I%L (InU BOTTOM BAR TOP BAR 2 m 000E 3'6 1-1. PRECAST (2)5 8931 coca 1009E 4'-0' 1'-0' PRECAST (2)5 r] 4211 al 1900E 813E 100t0 3'.2' PRECAST 0) (])5 n)12 3211 9161 6602 loots 3' -4' PRECAST aF-5 /2 5 n44 8414 6049 1000E 5'-4' 4'-0' RECAST M e (2) 5 482E 6431 4421 T041 A 6 PRECAST (L 392E 5 01 5 360D 543E 6 4 5-0' PRECAST MIA MIA (D5 4115 4n5 1982 4411 6 .6' S-1 CASs fD4 R)5 3934 3 10 451 6 8 5 4 PRECAST l2)µ (D5 311E 371E11E 465E 301E 6d PRECAST (2)'4 (1)5 211 290 203E Ial 2931 6 a PRECAST ' 6-B' PRICAET f2V9 CDN1154 fD5 23 23 2102 1 0' PRECAST (1)9 s 160E Site B 0' FRECAST G)r4 illµ 4%9 IUD 166E ISO 113E 9 2 PRECAST (S)•4 a)1 fD5 kit 1621 941 6%' %9510'-0'CAST I"' lVS S) 10'-0' II'-]' 12'-0' 1 2'-B' PRECAST RE(aADS 4% bD1 13'-4' PRESTRESSED M-4 Q)-4 12)T (2) E W9 wit WI9 4111 902 (2)R p91 D91 023 I6 9 SFFRE6TRRI FRESTFE65E0 R)•4 (1/•4 (1)5 993 32 315 641 B'-4' IB 0' 6T PRE R:66ED 5 (115 185 12e 260 21.4" =71RE60ED M (2J5 (1)5 629 4 413 4t0 21'-4 SI Y0 0 PRESTRESSED (2)5. (2)5 a 63 6 213 40 22'-0 10-B' PRETRE55ED fD5 (1) 691. 5 59i 394 1A 0' 11 B' FRSTESEED 1115 (11 A 1 481 451 ibi !00 TABLE NO, 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR L:'NRITTPE LINTEL STEEL GRAVITY CAPACITY (OnL null GRAVITY CAPACITY (1 (Inu n UPLIFT CAPACITY (InL(M5U IU=LIFT CAPACITY (Ini. Rn.1 SPAIN BOTTOM A 5R TOP BAR D (2)5 3-6' 2.1 PRECAST (1)R ) 1646 1000E 1000E 40' 3-8 CART ❑)5 R(2D 550E 1000D DICK; DAVIS,11-1. 3.1 PRECAST (M (2)'9 4142 1000E %41 1609E 3J PRECAST (2)IS (2)5 1090E 103E 11000 V4' 5.4 4.0' PRECAST RDA &23S 613E Mai m 513E 5 10 4 6 FRLAST (1)•3 (2)5 (2)'2 6016 610E 4661 S244 9144 6-4 5.0' FRLABT (D4 (2) 651 6152 36_ TIN 6-b 54 FRCABT (EY4 (D1 625E 6250 %AD 65% 6-8' 5.4 PRECAST (2)4 (2) Seib 56116 34,11 61124 6-T PRECAST (V -4 (2 4312 4312 2636 450E 11.1.b-4' PRECAST !Dµ ( 409E Acts 2508 4202 6' -0' PRECAST O)µ (2)5 3130 3130 2218 388E T-v PRECAST (2)4 (2)1 3420 N20 2015 DIV 0'-0' FIRI (Dr4 1134 213 160 283E 9'-1. PRECAST (Dr4 (2)e 2211 2211 1233 228E rV.4' 10-0' CA9i fD5 r2) REA 1954 lo3l 200E 10'-0' PRECAST 2 5 (D5 Ills nl9 to 025 II'-2. PRECAST (D5 (2) 5 1661 1661 $20 It01 D'-0' PRECAST (D5 (2)5 15M San IS 1414 11'-W PRECAST (2) (1 5 139E 139E 636 1323 13'-4' PR9LREED M-4 (D5 IB33 RE3 SBl 151 14-& PR!STIE59D (2)'4 (Ol 1124 It24536 105E 1V-0' PRBTRE%E) U)-4 (D5 153E 133E 411 824 19.4 IB'-0' FRi8TRE69ED R)5 D 10 9 1CB 334 659 2®-0 IB-B PRsiR'S9ED U)5 fDs 9l9 919 65 11.4' 20-0' PRESi B9ED (2)5 % 1l3 2- 540 24.0' 10 B' PREfinREfi9ED 19 151 191 151 50l 1 0' 11 B' PRE8TREB9ED (2)5 (D 5 "" 699 65 115 425-_ - TABLE No 4 REINFORCING SCHEDULE Sr LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 24" COMPOSITE LINTELS LINTEL LENGTHSPAN CLEAR LINTEL TOPE LINTEL STEEL GRAVITY CAPACITY (0nL (Mu GRAVitt CAPACITY (15L nnl UPLIFT CAPACITY (InL (V5U JR_ FT CAPACITY 1 Ol r2ni BOTTOM BAR TOP BAR 2-10' -6 PRECAST 5 000E 1w0m 10000 10000 34 24j PRECAST ev5 15 SUN DOD 10000 1000E I 4.0 2-1' PRECAST (2)5 ) 5 6 139 e9m0 0e00 10000 4.6' 3-2' PR LAST )5 )dada 1000E 1000E 4.0 3J' LAST R)•I fD5 5 453 465E 1000E 5&19 1000E 54 4 0 CAST )5 76-M6231 mama 1090E 5-10 4-6 PRECAST (2)A l2)A 5 b000 5136 sT3 I�®0 6 d' 6-1 PRECAST f2)r4 35 910i Dan 1000E 4154 945E 11.1.5 2- PIRECAST )5 850E 4481 6 B' 5 A' LABi CVR 5 8II4 N51 94e1 4242 041E U2 bb' b d' FIRECAST d)µ (D •4 5 62% 6416 3241 6411 1.8 6.1. PIESCAST O5 533E 6024 30% 616E 6'-B' PRECAST W-4 f1P4 5367 5161 1503 5593 1'-0' PPEcAST W14 P2)5 4531 4631 2551 5050 9'-4- B'-0' PRECAST (]Y4 3Ti6 3126 So 3B9B 10 -V ELT PRCA5T (D'4 )5 2931 2991 520 3015 11'.4' 11 PRE -CAST (1)5I'll 2553 155E UPS 1604 IY'-0' Ir-W PRC45T (2)5 5 not 2305 1123 241 11'-1' PRCA5T 0)5 2141 2141 so 209E 13'-4' I2'-0' PRECAST 1211 -411 )Dab no& 801 Ipl 1410 IY-B' PRECAST (D5 •3 ITS IIIB 181 %% 14-V 13'-4' FRE5IRSSEp (04 2345 2345 653 1203 ISJ' 14-0' PRE611RE%ED (D•4 )5 213s 2136 DID Is IU4' W-0' PRE97RR56ED (D 4 _ 5 1650 1650 464 95 19-4' V-0' PRE61RE5SED @)5 130 131E 311 l35 10-0 % B' PRESTRESSED ( 5 A A DB 111E 3 686 ROTS' PRESTRESSED fD5 e last 1061 601 N1 11.E ROTS PR6TR55ED (2)5 AA 594 594 2IB 565 24.E 11.8' FRE6TR%ED fD5 3 D14 024 239 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR $PAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (Onl_(InU GRAVITY CAPACITY fl)SL MSJ UPLIP CAPACITY (IlSL eM UPLIFT CAPACITY [InL RDSII 201101 BAR TOP BAR 1 10' -6 CAT 1cods 000E 09 1000E 3 6' 2-1' PRECAST (2)R wm 100m0 "Do 1090E 44' 2-V PII a)12 1 (7)5 fall 1000E 1090E 1002E 4-W 3-2' PRCAST (2)5 (1)Rt 6001 1000E 1000E 1000E 4 B 3-4' PRECAST (1)=t N)5 550E 1000E 1000E 1000O 5 4' 4.0' FRECAST M5 (2)5 9011 1000E 8365 10000 5.1E 4.6' PRECAST evE (2) V 1381 10000 bE06 saw b 4' 5'-V PRECAST (D4 fD5 10E00 1000E 5641 1Coal b b 5-V PRECAST (2)4 (D5 1009E 0009 D35 1000E 6 W 54' PRECAST MR (De %% 0000 5011 )dead 1-6. 6-2' PRECAST (2)µ (2)ti 1 7400 9%1 384E I 169E l 8 6-4' AST (2)4 (2)n 1054 9k8 3662 1316 $-0' 6-8' PRE646T (?)µ (2)Q 641E lien 3378 6661 B-4- T-0' PEGAST (1)µ (D5 5664 $930. W31 DOES 9-4 e7o FRRECASi 2N (2)5 ADO Data Me 4145 10-b I.V FREGAST (1)4 (2)5 3526 3a44 wwoI 366E II.4 lil PRECAST Ms (D5 3290 329E 521 Sees 121-01 1 PRECAST (7)9 CI t, 2935 293E E36 213E 12 6' 10R. PRECAST Ms (2) 5 211E 110 1211 249E 13 -4' 11.11 PRECAST (2)1 WS 246 2416 IC49 168 14'.0- Q'NB' FRCAST fD5 MD 2216 Sw WI )BAY 144 13'-4- PRBTREMEP M-4 CIM 2811 2811 126 1431 II M-V EIREBREI W-4 2)R 2bs 2616 665 15Q 111.s`,D- PRBTRBBED (2)14 2)t 1013 2023 54 1 9'^ 1a-4 11' PRESTRS9ED /D 5 (2) 9 1601 %0t AT : a _ M.D. is, FRBTfEEBEp M)5 0) IS 14 14% 9E5 165 21-4 20-0' PRBTRSBEO (2)e RDA 1305 1905 3 69 11-t' 10-B' PRE$1RBSED (D5 (D Z 1222 3n Sit 14.E D'-8' 1 PREBTfE06Ep I CV 1 (2)A bW 101a 1, 1al TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL STEEL PLAIN GRAVITY CAPACITY GRAVITY CAPACITY (OnLell GRAVITY CAPACITY (1)5L(nU UPLIFT CAPACITY (InLflM UPLIFT CAPACITY (nilCM BOTTOM BAR TOP BAR 11.1. PRECAST )5 Me SAY 3141 "a 4413 3.6 11. PRECAST !D5 RDA BE 1065 %5 140E 248E 4 0' 1 a' PRECAST 12"1 (2)5 IN M25 1425 1863 US 4 =6P 3 T PRECAST (2)5 879 1151 1151 143E All ARP 3.4' PRECAST (2)5 (2)5 801 in] mi 13% ti% 5.4 4.0' FR:CAOT 60 (2)n 659 930 930 Ill IN 5-1' 44' PRECAST (2) e (2)5 511 809 Bq Se %6 6.,. 90 PRECAST eR µ (2)5 4% 147 141 115 as2 6 6 5 2 PRECAST )4 3 416 15 1E TO 010 6 B' 1-4 PRECAST (2) () 693 693 683 1st l-6 6.11 (2)% (2)2 %1 586 5% 515 "I T -0 6 J PRECAST MIA 5 319 %8 568 499 641 W,V 6-8 PR'.CAST (2)µ f2D5 %3 1 536 536 452 609 B-4 1.O' PRECAST 2)4 (T) 33! 501 501 411 516 .4 9' 1-0 CAST O4 RDA 435 455 3% 494 10.6' 9 2 PRECAST WN (2) 245 1 311 SIR 235 An II4• 100 PRECAST l)5 CUB 2% 345 SAID Be 355 12 0 10 B PRECAfh ) (2)B Z03 IN 29 n3 215 E 6 I1-2..PRECAST Of IS I°0 143 243 5l 230 5-4 1'-0. PRECAST 0) I51 I_ 5i SO I% N.D. D'-B PRECAST Me 16 160 5T TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTEL LENGIu CLEAR BRAN LNTEL TYPE LINTEL STEEL UNFILLED :GRAVITY CAPACITY GRAVITY CAPACITY eml. cx5U GRAVITY CAPACITY (1AL(AU UPLIFT CAPACITY (115L(I)DV UPLIFT CAPACITY (I)5L(1nU BOTCH BAR TOPBAR 3-6 2- PRE i (2) n (2)1E60 691 2234 ZZ34 4'-0' T-8- PRECAST (2)1 (2)5 [01 1425 W25 563 106E 4-2- T.W. PRE CART (2) 5 ) !1 5 1041 E20 5SO 111E nE 4 3 t' PRE .CAST (2)5 lD 5 %3 Q30 D30 5% 5% W 4a' 34 8T f2)5 (2)5 006 DID 1001 13% IBIS 5 8' 4 4' PRECAST RDA D5 5% 046 546 100E of b 544' FRCAST 2) 458 693 693 655 V 1 D' 6-4' PWCA5T M•4 fDµ (2)5 315 B60 568 499 641 641 8.8' t-4' FMRI (Yq !D5 3% .40E 45 SA6 9'-0' 8'-4' PRiGL40i a) -4 fD5 113 45 45 Ix 291 411 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI 67ANDARD5. 3. MASONRY: 3J. DESIGN AND CONSTRUCTION SHALL CONFOR9 TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 150E 1-51, 3.3. MORTAR SHALL BE TYPE B. 4. STRUCTURAL: 4.1. SAFE LOAD VALUE$ ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING COPE RESIDENTIAL, &TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, STH EDITION (2014), SECTION 2104JS x-(1) #5 CONTINUOUS 316 / �8"Xi6" KNOCKOUT BLOCK _ ••' �% PSI GROUT PLACED IN FIELD) •• TOP BARS: r :�•• SEE SCHEDULE 6 I (1) #5 CONTINUOUS V STIRRUPS AT 4'-0" cc •. ;• (hED OR WENDED)BOTT SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST IRE (1) #5 CONTINUOUS 313. �8"X18" KNOCKOUT BLOCK - TOP BARS: :�• SEE SCHEDULE I' 14 (1) #5 CONTINUOUS - Ja STIRRUPS AT 4'-0' cc I: y hhED OR WELDED) ( ED (2) STRANDS 7/16'-- 7 'WIRE STRESS RELIEVED 270ks1 PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED .11 3P-' TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (DAL nnU GRAVITY CAPACITY SAL (nU UPLPT CAPACITY (m. dx5U UPLIFT CAPACITY 1)%(2AKI BOTTOM BAR TDP eAR 2-0 Av PRECAST Mn (1 ® 0 000D 1000E 3'-6' 1'-1. PRECAST (2) 5loom- Dasm) 10000 10000 4'-1' 1'-8' PRECAST (2) n (2)1 921E 10090 SO" 1000E 4'-6' 3'-1' FRCAST (1) 5 (2) 5 691E 1000E cow 1000E 4-B' 3-4' PRECAST (2)1 (2)2 6364 COW Saba WAND' 4-v PRECAST (2)5 (D5 1000E 1090E %19 5-10. 4'-6' FFEC (21A (2)5 8543 1000E lalfi b'-1. S-0' PRECAST MIA (D5 10010 %000 651E b000 6-6' 5-2' FR:LAST (2) Al C)n 1=0 mm SEE Wee; PRECAST (2)4 (De woo =00 5811 DOW l-6' 6.2' FRCAsi Ellµ (D5 %01 m900 4455 8916 1-H' 6V' PRECAST (D4 fD5 Bn4 )Oslo 444E 8491 1 1436 %Ott 3853 1121 T-0' PRECAST (Dµ (2)5 6194 I0000 356. 106E 9'4 B'-0' FRLA9i (D14 (2)5 5293. 698E 2121 5501 9'-2' PRECAST (2)r4 0)7 Am 594E 2054 414E 1_ 11'-4' 10''0. FRCASi (2)5 (2)5 4221 4221 nb3 359E 12 Tv sl FRECADY a)5 RDA ails 3lN 1549 Bn0 12'-6' II'-2' FRECA6n rD 5 O A 3411 34 1411 189E PRECAST (2)5 (2)IS 190E 199E 111E 25% 141- 12'-8' PRECAST C05 (2)9 2131 2131 10BB 216E 14`-B' 13'-4' PRES1RE69EP (1)4 )1 3231 3231 145 USA 5'-4' PRESTRE% D (2) µ (2) 5 2545 SIAS 683 5% I6'-0' PRESTRESS !Dµ Of 211E 118E 531 -I' IB'-0' PREB'IFEBSEp (D 5 (1 IBIS 101E 426 044 10'-0' IB'-B' 9iRE68E0 (D5 a)It 68B 168E 391 1 21-4' 10'-0' PRESTRESSED fD 5 (D 5 1473 141E I 1T-0' "'I, 10'-B' A-e' PEST 86ED PEBnRE°-v'ED fD5 fD5 (715 U)5 114T B 1141 174 64% 5" TABLE Nn 8 REINFORCIN® SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL E1VGiH 0.EAR SPAY LNTEL tTP-c LINTEL $REEL GRANiT D4PACITY 'e0nL (I}% GRAATT CAPACITY (InL nlsu UPLIFT CAPACITY (II (InU UPLIP CAPACITY Ink O xhl BOTTOM BAR TOP eAR 76 ABi (2) ) 1 SIB om 0000 00 2.2' FRI (2)R 5014 base 10000 4-1' 4'-8' TRWPRECAST 31- 3-4' PRECABi PRECAST (D5 (D5 Gun MT Iry (2)9 3651 2141 25E 1600E Taff 61DI T4/O DO MAD 812E t26 4'-0' PRECAST (D5 (2)R 4111 An .515E 316E ADDS ID d0' 4'-b' PRECAST (2)g (De 33" 64 3065 last 6 -4' 5 0' FRCA5T 4 2)n 30% 153E 335 6 b' 5-3' CAST (1Jµ ( 1 288 2001 239E 304E RRECA9T (D4 [1)5 113E 2156 115E 285 fb 6 T PRECAST f114 0)1 219E 2193 n19 130E FRLAsi (D4 210E 215E WAS 111E B-O' 6 r 1055 ST MAIL—MET Ill WN 105E VH- T-0' . PREl (D µ ) Ras 195 1363 191E 9-4- 8-0' PRECAST (D•4 r2)5 151E 111 105 Ml D'-6' 9-2' LAST (D4 (2)5 1265 D65 801 24 tl-4' 10'-0' FRLAOi (D5 9138. 113E SIB FS 14.0' It-v PRECAST Ole WI O'l WAIT 594 call Q-b' II-1' PRECAST fD5 I '.a8 SO 1 54I 102E B-4' PRECAST fD5 fD5 4 902 466 935 W-0' a%f Q'-8' PRECAST 1D 5. 0)5 041 B-01 414 1 B58 TABLE No. 1D REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL LNGTM' CLEAR BEM LINTEL TYPE LNTEL ®TEFL GRAVITY CAPACITY Root nna GRAVITY CAPACITY eInL (CAECA uRIP CAPACITY (InL fln UPLIFT CAPACITY (InL (11SU BOTTOM BAR S 5 (2)5 (2) AZ TOP BAR -0 T D 5 45 0 000E 9 009E Al T - f7)5 3651 1000E 14A0 1009E 4 Y AST (115 3306 91% 1 b 00Z0 d-4' T (115 (D5 308E 805E 613E S 6 95 6 4-8 A9T fD5 RDA 6231 51ET 1216 62 R4-4-c AST (D5 3 5 B1 %T4 381E 311T 1042b-B LA9i fD=4 113E 1t30 115E 1B°b1-8 CAST M-4 4 210E 110E 16A5 441E 8.11L48T (Dµ 180E IllO 1241 I19CAST OIN, 516 1436 TH 1505 EIS ADD r ,!.°', Uito Uo a.. N lj" 8/14-S-(1) #5/(1) #5 3RI 3R�' 3 5,16' A R C H I T E C T S Grou Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744075 www. a b d es i g n g ro u p. co rn AA #: 0003325 �II"IIIIII. Lo��oOo�mm� SUBDIV. & LOT: OAKLA ND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D E. 3/21/19 Sb ALE: 1 /4"=1' - 0" SHEET 361 OF to SQ.FT. CALC.'S I5T FLR. LIVING GARAGE 1,633 411 SQ. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 2,244 22 21 SQ. FT. 5Q. FT. SQ. FT, TOTAL 2,281 SQ. FT. CUE31C VOLUME LIVING 15,941 SQ. FT. AND CLADDING WIND LOADS BASIC WIND EXPOSUFIE FOR 3 SECOND GUSTS CALL 4 SOUARE FOOTAGE WK/DR DESIGNATION WK/DR SIZE ZONE 160 MPH WIND WIDTH HEiGFR 1 22 3068 DR 40' 80' 4 21.9 / -30.4 2 33 (2) 25-SH 16' 63, 4 3081 / -39.60 3 112 I6 -0, 192' 64' 5 25.91 / -3139 OHGD 4 11 25-514 38, 63, 4 29.65 / -3220 EGRESS 5 11 25-SH 38, 63, 4 29b5 / -38B1 EGRESS/TEMP. 6 54 8068 SGD 98, 80' 4 2132 / -29B8 1 33 (2) 25-SH 15 1/8' 63 1/4' 5 2830 / -36.16 EGRESS 8 11 25-SH 38, 63, 4 3231 / -3521 WIND DESIGN CRITERIA A. BASIC. WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH 5. INTERNAL PRESSURE COEFFICENT=+.16 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 4 1/2" 2'-0" TOP= E N v m 2x4 U • 16, OG. CABINET SECTION Rid BM m N m 11'-3" 9'-0" 3'-I" 3'-0" 2'-4" 14' O (2) 25-514 EGRESS OWNER'S SUITE IT-6' x IV-6' a'-W CLG. 1'-0" „2'-4" 4'- C _ R /T n y - N W 2'-10" 48' HIGH KNEEWALL W/ GA O.SUITE BATH — (AMA) R/TI C iI ,I� \ 8'-8' CLG. ff 8'-B_cLG. woo- 'n SHOWER HEAD a 6'-8' AFF: GREAT ROOM - a'-8' CLG. e 5'-2" II'-0" 0n 8 0 C R/T — — — — — — — — — — — —Lu OP I O I I "—' KITCHEN K-10H 1'-0" 6 _m I III 5' 4 OWER HEAD III I • V-8' AFF. III �I 4�III FOYER 'I DEN T" III (MAL) III I 12'-2'xl2'-I' CIII R/f I I 8'-8' CLG. M.T. 0 = 25-SH m 'P ENTRY 8r82LTx. u � 1 o DINING ROOM 10'-(o'xll'-S' a'_a' CLG. 0 (2)25-SH O EGRESS S TEMP TUB/ 0 u @ $HIM ri, I v m d) I BEDROOM 2 10'-1' x II'-2' 8'-a' CLG. ICI( ) BATH 1 ?4 M A 8'-8' CLG. 0 m C i r G O BEDROOM 3 �13 8 10'-0' x 12'-a' m a' -a' CLG. N nill LAUN a, -a, CLG 1 L`—_J i - M.T. GwWCOND. BOLLA PAD OUT r — — — WALL a I IXA 12' AFF. L — 22X36 ATTIC. ACCESS 6'-8" 2'-4" 0' 10" 2—CAR GARAGE 19'-2' x 20'-0' 8'-8' CLG. ELECTRICAL PANEL 3 16'-0' X 1'-0' OHGD STRUCK BLOCK e GARAGE WALL 1'-I1° '-0" 4'-S" '-0" 4'-6" 4'-(0" 20'_&" 50'-0" F IL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B' I Rid RE A R C H I T E C T S DesOL n G ro uLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �om0vv�mvo� SUBDIV. 7LAKE OAKLAND (LOT 5 MODEL: 1833 F1833-01 PROJECT: R5025.050/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �3')A E: 3/21/19 SCALE: 1/4"=l'—O" SHEET 4 OF 10 L O 4 ® c� 0 12 5 I TEXTURED CEMENTIOUS / COATING PER (ASTM C C92(o)(TYP) l R ELEVATION - SCALE: 1/4' = I'-O' ELEVATION 'B' 8'-0' BRGa HGT. HDR. HGT. 0'-0" FIN. FLR.h 8'-&" BRCa, NCsT. 1'-0 HDR. H� - 0'-0" FIN. FLR. 6'SCORED BAND (TYP.) 0 12 5 TEXTURED CEMENTIOUS2 COATING PER (ASTM C C926) (TYP) 12 5 6' SCORED BAND (TYP) ----------- TEXTURED CEMENTIOtS) COATING PER (ASTM C C926) (TYP) LEFT yE ALE T I N\N SCALE: 1/4' = I'-0' ELEVATION 'B' RIGHT IEL� T1 NET SCALE: 1/4' = I'-0" ELEVATION 'B' SHINGLE (TYR SCALE: 1/4 = I'-0" ELEVATION 'B' MMIllu 011 o a2101010mom 6'SCORED BAND (TYP.) - Y HDR. HGT. oO -0" FIN. FLR. 6'SCORED BAND (TYP) HDR. HGT. COACH LIGHT TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) v L0'-0" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 18339Q.FI. NET FREE VENTILATION AREA REQUIRED 1/300) 8.11 SQ.FT, REQUIRED VENTILATION AREA (6.11 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 SQINJVW SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.B3 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF A R C H I T E C T S Design GrouP-LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 m E 0 SUBDIV. 7 LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE:- 3/21/19 SCALE: 1/4"=1'-0" SHEET 5 OF 0 CONTROL DATE: 01-01-15 iA CTOK, SC LD17 E CONNECTOR, SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 W50 HTA 16-I8 1400 (1) 10d x 1 IA' I -PLY, (6) Ibd 2-PLY, (USP: (I@1100 X I I/2' - NO I66 OPTION) (2) META-16 asa (2) ETA 16-18 2800 600 Il x I IQ' I -PLY, (USP. (10) 106 x I 1800 (14) Ibd 2-PLY (USP: NO Ibd OPTION) HETA-16 ISO LTA 16 16I5 (S) IOd x I IR' [-FLY, (0) 166 2-PLY USE: (10) l@d x.I la%NO Ibd OPTION HE7A20 1610 HTA 20 ISIS (S) led x I IR' I -PLY, (S) 166 2-PLY USP: (10) IOd x I IA', NO Ibd OPTION >_ 0. (2) HETA-20 2035 (2) PTA-20 3110 Me) led x I la' I -PLY UBP: (10) I0d x I IR' 2500 (12)I6d 2-PLY (USE: NO Ibd OPTION) Z 0 LGT-2 2150 LUGT-2 ISI5 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP- BLK (S) 1/4' HIS, WOOD (16) 10d N DETAL-20 2450 NO USE CONVERSION FOR SIMPSON DETAL-20 (18) - IOd x 1 IA, 1 PLY MGT + 5965 MUGT 4000 (1) 5/8` A.TR. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22)1cd TO WOOD (USP: (25) 10d TO WOOD) HGT-2 + I@880 HUGT-2 8365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (U6P: WOOD (B) laid) LGT-3 10530 HUGT-3 B365 (2) 3/4' AT.R IN HIGH 6TRENGTH EPDXY (MIN. 12' EMBED), (Ib) IOd TO WOOD /p5P: WOOD (S) 10d) LGT3-51D825 3285 LUST-3 5330 (12) SDS 1/4"x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HO TO WALL lU6R LONG. (4) 3/e' k 5' WEDGE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 10d x 1-1/2' CUSP: (10) I@d x I Ia. 77 VGT 4540 NO USP CONVERSION FOR SIMPSON VGT (1) 5/e' ATR.. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-Bp5 I/4'X3" TO WOOD (2) VGT 7105 NO USE CONVERSION FOR SIMPSON (2) VGT) (2) 5/6' A.YR. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (32)-BD8 1/4'X3' / 2 PLY MT6-12 1000 MTW 12 1555 (14l 1@d x I lR' (U5P: (14) 10d x 1 1/2", (14) 10d) HTS-16 1150 HTW 16 1660 (16) I0d x 1 141. (U5P: (I6) led x 1 1/2', (16) !Od) HTS-20 1450 HTW 20 2045 (24) IOd x I l!' (U5P: (24110d x i IR', 120) 1Od) HTS-24 1450 Hl 24 2045 (24) 10d x I VP (USP: (24) 10d x 1 1/2% (20) IOd) LOTA-12 525 LSTA 12 510 ('®) laid U5P: (10) IOd L8TA-IB •. 123E LSTA IS 136ai (1411@d USE: (14) I0 META-15 +• 1315 MSTA-15 1315 (14) 10d U5P: (14) led Cf) MSTA-24 ++ 1640 MSTA-24 1150 (ib) 10d USP: (16) 106 CL MSTA-30 « 2050 MST4-30 2140 (22)10d USP. (22)10d MSTA-36 . 2050 MSTA-36 2525 (26)led USE: (26)100 M5TI-36 3800 KSTI 236 SOSO (36) 10d x I IR' USP: (36)10d x l I/2' M61'I-45 5065 KT61 246 4250 (45) IOd x 1 1/2' USP: (48) 1@d x 1 1/2' H6 Sao LFTA 6 15W (8) ad TO PLATES, (6) 8d TO STUDS (USP: (16) ad x I IR', (161 ad) 5P4 Sal 5PT 4 S45 (6) led x I A' TO S1UD5 USE; (6/ 10d x I Ill' TO STUDS A34 3S5 MP 34 410 (4) ad x I VT TO BEAM, (4) ad x I I/2' TO POST. USP: (4) 8d x I IR" TO BEAM, (4) 8d x 1 1/2' TO POST. Li 645 HHGP 2 1010 (12) IOd x I IR' USP: (10) 1@d x I V2' TO TRUSS, (1@) 1@d X 1 1/2' TO PLATE 410A 1340 RT 16A 2180 (I&) laid x I IR' USE; (a) led x I I/2' TO TRUSS, (6) IOd X I l/ ' TO PLATE VGT . HDU4 4565 PHD 4A 4535 (I6 )-5D0 1/4'x3' TO WOOD, ❑@)-bD6 114'4 IR' W/ THREADED ROD, (2) NUT5/WA6HER/2 PLY U6P: 5/8' ATR MN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT < HD1B 4b40 TDX 10 511@ (161-SDb 1/4'x3' TO WOOD, (3)-3/4' SIDD BOLTS W/ THREADED ROD, (2) NUT5JWASHER/2PLY USE; 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, l4) V8` THRU-BOLTS ABU 44 2200 6665 EAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (IZ) I6d TO WOOD USP.. SAME AS SIMFBGN ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (12)6d TO WOOD U5P: SAME AS alMP60N O LTTIS ++ 1340 LTS IS 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1` EMBED) IN GONG- (8)1@d TO WOOD U5P: SAME AS SIMPSON LTi20B .+r 1500 LTS 20B II@5 (1) IR' A.TX N HIGH STRENGTH EPDXY, (MIN. 1- EMBED) N CONG, (10)10d TO WOOD USE: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY ll0)@d, (10) laid x I/2', 2-IR' u HTT4 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBER) IN CONC., (18) 5DR V X 1 IA' (USP: (20) 16d X 2-10O USP HAS MORE NAIL OPTIONS: (20) cd, (20) led x HIR', (20) I6d x 2 In' Z Q HTTS 5090 HTT45 5430 (1) 5/8' ATR N HIGH STRENGTH EPDXY (MIN. 1' EMBEG) IN GONG, (26) Ibd X 2 1/2' (U5P (20) I6d X 2-ll UBP HAS MORE NAIL OPTIONS: (2W IOd, (28) 10d x -IQ', (20) I6d x 2 la. HHDOII-SDB 2 5+ 11&0 UPHD 11 1 12050 (U I' AT.R IN HIGH STRENGTH EFOXT, (MIN. 10- EMBED.) IN GONG., (24) SDS Y.' x 2J5' WOOD SOREW5 (UBP: (24) WS3 W.V^ TD SCREWS) HD15 6b45 TDX 10 5100 (I) V/w As. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED./ IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/W BOLTS) Cn MBHA 556/1125 3415 5330 NFM35X@U 3165 -130 SIMPBON: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN DEW. TOP, (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, eaA0d TO BEAM U5P: (1) IR' U-BOLT W/ MINIMUM 6: EMBED. ( NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea WI MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. (14) led AT JOIST LLI U, HU6G412 (WOOD) 3635 2660 (FLR) HI184121F 306ai 2530 (FLR) (10) I6d TO HEADER, (10) I66 TO WOOD USE: SAME 45 SIMPSON 3265 (ROOF) 322E (ROOF) Z LU0410 (CMU) laic 5065 '4D410 IF 1S05 3M5 Na) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (la) 1/4' x 3- W53 SCREWS, (10) IOd TO WOOD. = HUC210-2 (CMUJ 181@ 5065 H0210-21F ]SOD 3115 (I5) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 1@d TO WOOD: (USP: (15) 1/4' x 3- W63 SCREWS, (10) 10d TO LOGO HUG210-3 (C1MU) 1610 4000 HD21ai-31F 1905 3115 CIS) I/4` x 2-3/4' TITEN (Z PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (la) 1/4' x 3' 183 SCREWS, 00) IOd TO LOOT) LGUM26-2-6D ` 1430 1 S555 NO US CONVERSION FOR SIMPSON LGUM26-2-BD5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMH (4) /4' X 2 I/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU56TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA AOHE51 VE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1" DEEP, THE VERTICAL CELL IN GYU, WALL MU8T Be FILLED SOLID w/ GROUT. + IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2' NAIL5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APFROVA_ FROM THE ARCHITECT IS REOUIRED FOR THIS A�FJOA':ON PRIOR TO INSTALLATION. (n +• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE -' I- H 0 A.T.R. = A-3ID1 ALL 1"-TREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. vARIEO) Z BECAUSE OF THE WIDE VARIET- OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CORNJECTORS, THE CONTRACTOR MU5T BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 U5EC, WHEN USING STAINLESS STEEL CONNECTORS USE STAINLESS STEEL FASTENERS, WHEN USING- ZMAX / HOG GALVANIZED CONNECTORS, USE 1`45TENERS GALVANIZED PER AS7`M-4153 USE O� EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTSH APPRGAAL FROM THE ARCHI T EC7/ENC- NEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON 51MP50N 'WOOD CONSTRUCTION OONNEC-ORS C-2013" "HIGH WNp'RESCONSTRJCTION O-HWO°. AND-NC-ORING ( FASTENING 5YSTF 15 FOR CONCRETE ( MASONRY CATALOG C-SA5-20`2. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51-0' TO W-0• UN.O. 4'-II 1/2' 1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE J4 J8 J& J4 (2) HETA-20 Oil (2) HETA-20 DIAGONALS FOR BOTTOM CHORD FIlDAe-'nJr n r),- t-'1nY ITYG ) DIACzONALS FOR BOTTOM CHORD :�RACINrz 5) 96D'-n` O(7 MLX (TYP ) IX4 DIAGONAL BOTTOM CHORD GABLE BRACING ELECTRICAL PLAN SCALE: 1/4 = 11-0' ELEVATION 'B' (2) HETA-20 ja MGT 151Cs 152E 1x4 BTM. CHORD GABLE BRACING A R C H I T E C T S Design Groulf. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a btlasigngroup.com AA #: 0003325 �"IIII"II � pm�0�00ooJ STJBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: Ir STATE OF FLORIDA MAR 2 2� DATE: 3/21/19 SCALE:1/4" V-0" SHEET Or to ELECTRICAL LEGEND SYMBOL DEFINITION NOTES I I Ilmv DUPLEX ® RECEPTACLE 1 FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROWp FAULT MTEIRUMR (TAMPER RE818TA NT GFI RECEPTACLE TYPE) 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED W/ GROiM FAULT Ujpp GFI RECEPTACLE INTEF41PTER ((WEATHER PROOF) SWITCH 3-WAY SWITCH `✓4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y LIGHT FIXTURE - AR RECESSED y./ LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y(.() LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- v.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE GATT. BACK-UP W/ HAFOURE DETECTOR INTERCONdECTM CO CARBON MONOXIDE eATT, eACK-up wi woowIRE DETECTOR INTERCONNECTEP CEILING BOX 1;EQUIIRED TO eE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MAWEO AS SUCH FOR INSF'ECTION FLOOD LIGHT DC DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK/ GAT 5 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 0 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 LOADI 35,146 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE TRANSFORMER BANK: 50kVA VOLTAGE. 1620/13200-240/400V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT 8ECCNDARY SIDES (120/240 VOLTS) MAXIMUM FAULT CURRENT, IWW amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS (3) s I THHN/rHUN COPPER CONDUCTORS, (U • 6 THHN/ WWN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP 120/240 COMBO VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA r HEATHER L PROOF BOX 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. COACH `�-- �_-----_�_-�� COACH LIGHT LIGHT hLECTRIC L PLAN SCALE: 1/4 = 1'-0' ELEVATION '8' INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTES IF PYC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF Box 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 � SUBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 M9 /21/19 PCAT :1/4"=1'-O" NVR - Business Use Only Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model If 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), lamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 %" 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), lamb 13) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Topcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Slid (6), lamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 310"x810" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1.1/40, Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1140, Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X 1 1/4" min embedded Tapcon. Max spacing of 71/2" and 1" 00 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 I 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 IT E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �nmNm ��emoomomaog E 8 C6 E SUBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA TE:' 3/21/19 '//SCAT :1/4"=1'-0"' SHEET OF 10 (U 9 MBAR VERTICALLY (0 9 MBAR VERTICALLY W/ CONC, W/ CONC, POURED CELL - (25' MM LAP) F'CNIRED DELL (28' MM LAP) R-4,1 NOLL. MIN. TE;UI�D CEMENTIOUS COATING z IL w B' CMI1 Z w PER (ASTM C926)(TYPd ZQ rva Z a' cm ryJ I/2' GYP. WL. W. .q O G1R6 HEIGHT VARIES O _ `WOOD BABE w L f 3 I/2' GONG, IMF. W/ 6'x6' � a WIAxWIA WI.F OR FIBER'IESH ON 3 1/2' CCNC, REINF. W/ 6'x&' _6-MIL POLY ETHYLENE VAPOR = _ WAXUTA WII.F OR FIBERMESH BARRIER ON LLELL-COMPACTED V4'I ON 6-MIL POLY ETHYLENE CLEAN 1ER-111E TREATED FILL a4' VAPOR BARRIER ON W WELL CLEAN >- 0 ECESS z -COMPACTED 4' TER'TITE TREATED FILL (2) 9 MBAR ON CHAIRS REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 1 W B�OEcK• ®ALL 4 AT�GARAGE WALL BEYOND WALL BEYOND 9/4' RECE88 FOR _ PAVERS GARAGE DOOR 3 N' CO C, REW. UV 6'xb' r i UAAUTA WF OR FIBER'EW ON a L 6-MIL POLY ETWYLBE VAPOR BARRIER O aELL-COMPACTED Qr CLEAN TIMME TREATED FILL ro - - • I._ 3 1/2' CONC, REMF. W/ 6'x6' ° a _ WIAxWIA WLP OR FIBER'IESH ON PAVER 6-MIL POLY ETHYLENE VAPOR ° a 3 I/2' CONG, REIN. W/ 6'xb' ° UAxU WIAxWIA LLLLF OR FIBERMIESH ON BABE / BARRIER ON HELL -COMPACTED CLEAT! TERMITE TREATED FILL r POLY ETHYLENE VAPOR BARRIER ON WELL-C E VAPOR CTED 9 REBAR ON F�TMGJ S' 1'-0. CLEAN TERMITE TREATED FILL W 4' 4' CHAIRS BEYOND z i EMEND FOOTING !0 9 REBAR ON CHAlIZB 0 4' 4' 4' 6' RECESS FOR PAVERS '^ GARAGE STEP-UP UNDER PAVERS U I 0 (2) 9 MBAR ON CHAIRS 7 NON -BEARING (_Q�GARAGE DOOR FOOTING SCALE: v1:•1 m' PAVER RECESS 9 ® ENTRY DOOR SCALE: IQ'•I'-0 S' vARIES S' "' SEE MANUF. PRODUCT DETAILS 3' -- FOR REQUURED SIZE AND DEPTI Z 3' OF RECESS FOR S.G.D. TRACK y w VARIES FINISH FLOOR C (1)9 REBAR SET IN SUMPSON HIGH `� & a a a z STRENGTH EPDXY 6' EMBED. MIN, (2) 9 REBAR 0 I -STORY 4' () 9 REBAR a 2-STORY a OUTSIDE REBAR TO BE CONTMUOUB V//V//V�/\V//V A V \ V A V / / / ,C / % / / / ✓ \\�� . a 3 1/! CONC, REIPF. W/ 6'Wa' - ¢ WLiWA WLLF OR FIBER'IESH ON , 6-MIL POLY ETHYLENE VAPOR BARRIER ON U.ELL-COMPACTED - m L CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP u SHOWER RECESS FOOTER 10 SCALE:1'0-0' SLAB AT S. G. D. 11 SCAM1'4-0- TYP. RETROFIT FOR � OMITTED DOWELS 12 REBAR LAP AT FOOTING t1 :I/2'•I'-0' \ L � SCALE: I/!r•�-sa• TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED 50NO BEAM VARIES PER ELEV. a z E 4, C �n CLEANOUT REQUIRED •, FOR INSPECTION 1'k 0'-0' FIN. FILM !U 9 YEW. DOUEL . LAPPED W/ BOND BEAM TIE VERTICAL REBAR 1119 REBAR AT CORNERS TO HORIZATIONAL -4.e' REBAR W/ 10' HOOK W/ 25' LAP MIN. , TYP. REBAR LAP HORIZONTAL/ VERTICAL rp__�AT LINTEL CORNERS &—WFORCING A R C H I T E C T S Design ro u P LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. 8c LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA ATE: 3/21 /19 'SCAT :1/4"=1'-0" SHEET D l Lu Ii Z Z OQM W2W WW .V V WJ p . CC 0 SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: LT NOTE: OVER "30 FELT PAPER (OR APPROVED EQUAL) TO REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED 1:1 DO NOT EXCEED a' ❑ DO NOT EXCEED' 6TH EDITION (2011) GABLE ROOF TRUSS S CMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRU55E5' DRYWALL J' 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. 9 SHEATHING SEAMS) (SEE WNDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOWCOOR JAMB BLOCKING: Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE— FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT (DSCHEDULE 2x6 SUB -BAN DOOR CASING TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW J' TEXTURED CEMENTITIOU5 COATING MIN. OVER 4' IO' HIGH (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING (PER ASTM C926) OVER PAPERBACK mm (AS PER TRU55 ENGINEERING) EACH END and 9 18' O.C. MAX P.T. Ix4 or'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ ' x 9' (1) b' TAPCON (MIN. EMBEDMENT 1 4') 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN WALL SHEATHING (TYPE AND ATTACHMENT 51MP50N or U5P HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' l6' MIN. EMBEDMENT m 32' o.c. MAX) DOOR JAMB TO BLOCK (+3/"") DOOR JAMB TO BLOCK (+3") cu DRIVE PIN, S' FROM EACH ENE) and SECURE GABLE TO 2x8 P.T. PLATE^, 4A 4E 6 IS' O.C. MAX w/ 12d NAILS a 8' O.C. MAX �r SCALE: I -I o SCALE: I -I 0MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 7B 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 CEMENTITIOU5 or IO'-O' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM 4. To PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) y' TAPCON C926) OVER CM ATT ORB PER ENEOWN-IN INSULATION DO NOT EXCEED a DO NOT EXCEED ' (MIN. EMBEDMENT I J') S' FROM EACH (R-VALUE PER ENERGY CALCSJ F � END and � IS' O.C. MAX ' GYPSUM BOARD OR �' HIGH STRENGTH 8 CMU BLOCK S' CMU BLOCK CEILING BOARD �' DRYWALL #° DRYWALL or CONTINUOUS REBAR (1) DRIVE PIN, 8' FROM EACH END and ONC. FILLED U-BLOCK w/ (U 05 P.T. 2x 1 BLOCK WALL SECTION — GABLE ROOF (SEE WNDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or �'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 16, O.G. MAX SINGLE STORY SCALE: 3/4'.I'-D' FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/POOR JAMB BLOCKING DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT � OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE .300 SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT I" PER MFR'S SPECIFICATIONS EACH END and a18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEKI 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 I J') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) END and -2 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 48 scaLE: I'=I'_m' w/ TAPCON MIN. I EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS -0 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (PER PLAN (R-VALUE PER ENERGY CALC5) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I' SHIM AS NEEDED 4F SCALE: TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR �, HIGH ❑ DO NOT EXCEED " P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) ' TAPCONS - � VENTED ONG. FILLED U-BLOCK w/ #' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT (U 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED ENE)and 9 18' O.C. MAX ER PLAN . < (SEE WINDOW/DOOR JAMB BLOCKING RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' 055 (4' WIDE MIN.) WINDOW (PER PLAN), TO PLUMB JAMB. or (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED �' (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR.r PER PLAN) DOOR JAMB / WINDOW 9 18, O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'5 SPECIFICATIONSDRYWALL MIN. HEAL) SIZE .300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-5TRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R-VALUE PER ENERGY CALCSJ SECURE 2nd 2x TO STRUCTURAor w/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW SECURE 70 BLOCK w/ lIJ" TAPCON PLACE SILL (PER BLDR ' GYPSUM WALL BOARD EACH END and 6 15' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH J' TEXTURED CEMENTITIOU5 I)15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1516') PER MFR'5 SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM LONG, POURED CELL 15 NOTE: (U DRIVE PIN, 8' FROM EACH END and C926J OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED g 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS a I6' O.C. 4C SCALE: r=r ro' THROUGH NON-STRUCTURAL MEMBER (Ix or 111' 055) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 OD BASE MIN. EMBEDMENT I J' _ NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: RE ONCRETE SLAB F1DO NOT EXCEED' 4G SCALE: r=r-o' SECURE TO BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX y XTERIOR WALL FOOTING }' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR 51ZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DooR JAMB BLOCKING SIMPSON HT520 w/ (I0) I0d NAILS TO TRUSS 4 G 15' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix l4° WIDE MIN.) (4) �'X2 1' TAPCON5 INTO BOND BEAM -ENGINEERED SINGLE STORY SCALE: 3/4 I -0 4 MIN, SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD 51ZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR J' HIGH PER MFR'5 SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R VALUE PER ENERGY CALLS STRENGTH CEILING BOARD (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ NOTE: (10) I0d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS - P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2)' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) for EQUIVALENT INSTALLED PER MFR'S SPECS { (MIN. EMBEDMENT I') 8' FROM EACH ' w/�'TA I�'EM and 9 18' OC e TAPCON EMBEDMENT INTO BLOCK . .. - T -- - � END ..MAX TAPCONS MIN. or OPENING: 22' x 30' MIN. �—U)DOD CASING AT SIDE WINDOW TO BLOCK (+2 4") 2' COVER (2) DRIVE PINS, V FROM EACH END and ATTIC ACCESS 2' APART 9 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2") TRUSS ANCHOR RETRO— FIT MIN. SHANK SIZE .145 SCALE: NTS. r SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD 51ZE 300 PER RSOl.I OF THE FBCR 2017, 6th EDITION BOARD (TYP) SCALE: r=r-m' SCALE: rLTS. MIN. EMBEDMENT I a A R C H I T E C T S Design roup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�"'llll"I L000v■v0v0� QE V N E O C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL. 1833 F1833— 01 PROJECT#: R5025.050/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA TE: 3/21/19 ' SCALE: 1/4"=1'—O" 1 SHEET D 2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE Vie° O.S.B. or �' CDX PLYWOOD - 8d RING SHANK GUN NAILS 0 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -a 6' O.C. 0 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL V CDX EXTERIOR PLYWOOD or 1%2' APA-RATED 0.5B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 10 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS -a 6' O.C. m INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. TOP CHORD BLOCKING m 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 %, 0.S$. or V PLYWOOD or �& ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 9 4' O.C. m or RAFTER PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM e ANY MANUFACTURER. Z a NAIL REQUIREMENTS m SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) a BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6 4" O.C. TOP 8 BOTTOM EDGES . o N J Z 'n 2 W Sd RING SHANK GUN NAILS g 6' O.C. IN FIELD N O Cl 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE m Lu SECURE TOP PLATES w/ IFid COMMON NAILS a 4' O.G. Z z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROWS, STAGGERED �o �o (0.6.5. TO BE STRUCTURAL GRADE) NZ z @ o C 8d RING SHANK GUN NAILS tv 12' z O.G. IN FIELD Z NZ or Q Sd x 3' SCREW SHANK BALLISTIC NOTE: a o u o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' N a N q NAILS 6 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL ZQ SHEAR WALLS. � UNTHREADED SHANK TO EXTEND m BEYOND THICKNESS OF k THIS DETAIL APPLIES AT ALL EXTERIOR x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (O.S.B. TO BE STRUCTURAL GRADE) 3 SGALE: 3/4'=r-o' 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 6 ANY SPAN 15'-0' OR (4'-O' O.C. a+ SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 9 EACH TRUSS (DIAGONAL $ 0'-0' - 30'-0' USE (U X-BRACE X-BRACING TO COVER 5-TRU56E5 30'-1' - 60'-0' USE (3) X-BRACE 4# (1) X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREE s SHOWN w/ CMU (FRAME CONDITION 7B SAME X-BRACING REQUIREMENTS) ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRUSS w/ (2)12d NAILS INSTALLED g MID -POINT OF TRUSS SPAN I SCALE: 3/4'=I'-m' or 10'-O' O.C. MAX A R C H I T E C T S Design ro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II'lllll'I Lg�0o0ovomJ E 18 ^E i ca SUBDIV. ac LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 3/21/19 OCALE: 1/4"=1'—O" 1 SHEET U 3 W �v Zz oQ5 .10 Wia. s V U Wo_W QM �Un W J �UCO) VTCR (1) 6 E �' O.C. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 ECURE 2x6 MIN. TO BLOCK w/ (2)Y' x 9' ANCHOR BOLTS w/ 2' B WASHER SE NIG T IN SIMPSON or U5P H STRENGTH EPDXY (MIN. 6' EMBEDMENT) - ECURE 2x6 MIN. TO BLOCK w/ -- (3)Y�' x 9' ANCHOR BOLTS w/ 2' - - WASHER SET IN 6IMP50N or U5P NIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT 0 — GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4' m I'-0' � PRE-ENGINEERED TRUSS $' GYPSUM BOARD OR �' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 0 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'0-0' /-PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF I/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE im 12' O.C. 3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1' MIN. MASONRY o NAIL w/ WASHER a 32' O.C. MAX. F-CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-I'-V ' TEXTURED CEMENTITIOU5 U REBAR VERTICALLY IN GONG. POURED COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) C926— ) OVER CMU\ ' CMU BLOCK r ,---WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP60N or U5P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I" MIN. supE VERHEAD GARAGE DOOR (BY OTHERS) Room ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE' N.T,S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u IsLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��IIIIII S1vHDIV. 8c LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3/21/19 OfCALE: 1/4"=1'-0" 1 SHEET D 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 'a 9" O.C. MAX (VERT,), NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF STUD EX15T5 BEYOND EXCEPT STAPLES W/ %a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED I" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOU5 THROUGH CONTROL JOINTS BUT SHALL BE 5TOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAIL-5 OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE 3, BLOCKING SHOWN MAY BE IN ADDITION TO I WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLA5H I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A $" THICK, 3 COAT CEMENT PLA5TER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED O7" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) Ilk/ WOOD SHEATHING A. TO GAP MIN To a' &' TO . PROTECTED FLASH TAPE e' 11N. N. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 5" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1TYPE "M" CONTROL JOINT SCALE: NTS. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITION5 USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA5H I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ 5HEATHING WITH MINIMAL AIR POCKET5 OR BUBBLES, TAKE 5ECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 5AME MANNER, MAKING 5URE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. INSTALL FA5TENER5 (CLIP5, STRAPS, 5TAPLE5) A5 REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: V.S. SECTION TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE 5PRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL 5ECTION) NOTE: 51DE LAPS OF METAL PLA5TER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN V (229-MM). A5 PER A5TM C1063 1.0.1, NOTE: FOR REPAIR OF TEAR5 IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU 7, 5HEATHI WRB #1 TAPED T 5HEATHING w/ W1 *2 OVER TOP. Wf *2 TO BE LAPPE_ VERTICALLY 6" MIN. 5TUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING m FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ,PAPER LAP SCALE: NTS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUP. 5PEC5) WEEP SCREED STARTER STRIP (PER MANUR 5PEC5) MINIMUM CLEARANCE (PER MANUP. 5PEC5) 5"X7" CONTINUOU5 GALV. METAL 5TEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLA5HING STRIP "L" FLASHING 4- SCALE: N.TS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAP5. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL 'f. z f a STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND fir/ I DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 z (FORTIFIBER F BUILDING PAPER OR 761 1 APPROVED EQUAL) METAL LATH X STUCCO SHEATHING X X X WOOD SHEATHING ��zl�1� 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R1031.1 / ASTM C-541-09, 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 Design Grou p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I'llll"'I ��om0om�oom� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAC 2 ATE: 3 /21 /19 SCALE: 1/4"=1'-0" SHE�E��T� VV AI $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 Y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP KICKOUT DETAIL 5 SCALE: hLTS. "�1� " *" ''EGEIVE 1 COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8)Kr_ALE: NTS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) I —FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS 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 DISCONNECT WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP IS TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, y4" SEALANT -a JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPEF DRYER VENT (FRAME) OVER "QUICK FLASH' V A SCALE: N.TS. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" VENT PENETRATION A SCALE: V.S. WOOD SHEATHING — WOOD WRB LAYER #1, dONSTRUCTION „, STUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER 12, WOOD- 7��[ FORTIFIBER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL %a" TO 1/8" MID -WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREED HORIZO (FRAME TO FRAME) 77B gC�LE�N.T3. SCALE: N.TS. =WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH 1--1/8" TEXTURED FINISH a WOOD r—FASTEN TO WOOD STRUCTURAL MEMBER e 1" O.C. MAX $ %a" TO 5/" MID -WALL WEEP SCREED \-(O" WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH @ MASONRY ITAL WEEP SCREED FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOUS COATING PREMANUF. DRYER VENT CAP (SET IN CONT, SEALANT) SEALANT -a ALL SIDES DRYER VENT (BLOCK) V D SCALE: N.T.S. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 2Z2�T�T SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ��TRICAL RECEPTACLE 9 fiGALE: N.TS. (FRAME CONSTJ STEP 3 STEP 6 A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 dIIIIIN Liea000caoor E 8 O t m SUBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT-- STATE OF FLORIDA MAR 2 2 PATE: 3/21/19 SCALE: 1/4"=1'-O" SHE�E��T� UV A2 WOOD SHEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ TYPE 'X" DRYWALL WOOD SHEATHING WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) 8" THICK/ 3 COAT — CEMENT PLA5TER WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-180 — CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER $1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK/ 3 COAT CEMENT PLASTER AM66-WFWC-180 CU5TOM CASING BEAD (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDINGPAPER (OR APPROVED EQUAL) '1(0" SELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL $ STICK) 6" PEEL 8 5TICK 6 DRIP EDGE TO DECK 1 y"X1 Y4" P.T. OR 5IMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), GONTINUOU5 WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK o DRIP EDGE TO DECK 5U5 FLOOR FULL 5HEET5 OF PEEL 4 5TICK 1 IZ'XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 Y' GAP FOR SACKER ROD S 5EALANT 8" THICK, 3 COAT CEMENT PLASTER 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 (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIF15ER, BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO _ WOOD SHEATHING ��i/�� 5ELF-ADHE5IVE FLASHING 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" 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 12" MIN. SPACE FROM DRIP FACE TO TREX NOTE- METAL LATH- LATH TO 5E PER F5C R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) 1 1 tl DRIP EDGE INSTALLATION SCALE: N.TA Y4" GAP FOR 5ACKEf� ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 8 STICK) PEEL 8 5TICK �DECKMEM5RANE, EXTEND OVER DRIP EDGE SUB FLOOR �3"X 3'26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,)/2' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90- VINYL (OR APPROVED EQUAL) CASING BEAD I Y2"XI Y" P.T. OR 5IMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 5TICK) WRAPPED FROM 5ALCONY Y4" GAP FOR SEALANT & DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE 5ARRIER 11 %" GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER 12 mCOMPONENTS PULLED APART FOR CLARITY WEATHER RE515TIVE 5ARRIER 12" THICK 3 COAT CEMENT 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE650RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION 1 ArALE, NTA PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICA5LE — 2x FRAMING MEMBER s" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING Q 1" O.C. MAX. WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME SCALE: N. CORNER 5EAD (FASTENER 4 5PACING 1" O.C.) V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT SCORNER BEAD @ BLOCK 1 D SCALE; N.T.S. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER 02 -(o" SELF ADHERING 4 FLASHING PEEL 4 5TICK 1 y2"x3" 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y2" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF 5EALANT, Y2" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" 5ELF ADHERING 4 FLASHING I y2"x3" "L" FLA5HING FULLY EMBEDDED IN ROOF CEMENT /2" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y" MIN, 5PACE FROM DRIP FACE TO TREX ON ALL 4 511DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG 5EAD WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H I T E C T S Design ro u p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.a bdesigngroup.com AA #: 0003325 111111111 J E 8 E 0 `m r SVBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1AAR 2 2 201 ATE: 3/21 /19 SCALE: 1 /4"=1' - 0" SHEET /T V V L /��\\�\ � 3 W� 0 a 0 � �0 cc01.; �CIO WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER (0"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5' (OR APPROI WRB LAYER #2, FORTIFIBF PAPER (OR APPRO� r 8" TH CEMEP (l" 5EL1: WINGvw rL/AivcZc CASING BEAD C WINDOW FRAME, NO BAND 1 JLi SCALE: KTA iTUCCOWRAP > EQUAL) 6 =ORTIFIBER R (OR IAL) :R WOOD SHEATHING WRB LATER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED EQUAL) - ANGLED CASING BEAD 6"SELF-ADHERING FLASHING WINDOW FLANGE - WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) C WRB LAYER 12, FORTIF15ER BUILDING PAPER x (OR APPROVED EQUAL) METAL LATH (ExPLopE0 8° THICK, 3 COAT VIEW FOR CLARITY) CEMENT PLASTER CLARITY) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 112, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP f ACTH("_ PFAn 0 WTNTnnW WINDOW FLANGE WOOD CONSTRUCTION BEYOND \) WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 02 6" 5ELF-ADHERING FLASHING h/6" X 1 Y" LAP SIDING W/(o" REVEAL WEATHER RESISTIVE BARRIER 01 6" 5ELF-ADHERING FLASHING <I WEATHER RESISTIVE BARRIER 12 STARTER STRIP PER STARTER STRIP PER MANUFACTURER'S INSTALLATION - a MANUFACTURER'S INSTALLATION INSTRUCTIONS ' INSTRUCTIONS NOT CAULK 0 SEAL OPENING DON L R - A 6 S F-A H IN FLASHING G G EL DER L GALV'D METAL I FLASHING - II II GALVI D METAL Z FLASHING DO NOT CAULK OR SEAL OPENING STUCCO CASING BEAD - GALV'D METAL "Z" FLASHING SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION STUCCO CASING BEAD SCALE: NT.S. WOOD CONSTRUCTION BEYOND WOOD SHEATHING 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 01 TO LAP WEATHER RESISTIVE BARRIER 12 11, ABOVE TOP OF I FLASHING %" X I Y" LAP SIDING W/6 REVEAL WEATHER RESISTIVE BARRIER #1 II SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 z e - �- GALV'D METAL I FLASHING STARTER STRIP PER MANUFACTURER'S p0 NOT CAULK OR SEAL OPENING INSTALLATION INSTRUCTIONS WEATHER RESISTIVE BARRIER #1 TO LAP DO NOT SEAL OPENING II ABOVE TOP OF "Z" FLASHING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING %a" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO Imo@ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER $1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L WOOD SHEATHING �lzllll 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT Ya' GAP TYP CASING BEAD TO WINDOW WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER ,@ STUCCO TO SIDING TRAN5ITION—� SIDING --� Y♦' GAP TYP CASING BEAD TO TRIM mm�` 7 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—WRB LAYER #I, 5TUCCOWRAP LWRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" 5ELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 SCALE: K19. ( CPM-SECTION) WOOD SHEATHING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) 17 WRB LAYER #21 FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITr) CASING BEAD C RAISED AND FRAME 15 SCALE: NTS. METAL LATH /5EALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING I WINO r-r� Ai..rr WRB LAYER 01, STUCCOWRAP % (OR APPROVED EQUAL) 6" WIDE PEEL 6 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2: (W/%a" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 8 BUILDING WRAP EZ BEAD WINDOW CASING 17 5CALE: KTS. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) --E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD INCLUDED) WRB 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 Grou ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngrou p.com AA #: 0003325 r �IIII'llll� ��ommv�m000� E 8 IE IC L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833- 01 PROJECT#: R5025.050/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT" (STATE OF FLORIDA 010124 /D TE: 3/21/19 CALF: 1/4"=1'-0" SHEET VV4 w 0< W 4c W�u_ VC)m j W W �O� vN CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP u ALE: NTs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT WINDOW/CMU JOINT. TEMPORARILY FOLD -UP SECURE HOU5EWRAP (0 ',P UNDER) at HEA FOLD HOUSEWRA IN AT JAM55 8 51L SLOPE SILL R.O. Ti EXTERIOi INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL Dir,r u NOTE: 1. IT IS THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, (o" SELF -ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT 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-a" VERT. END DAMS REQ'D. AT EACH END OF SILL MIN. TEXTURED EMENTITIOUS COATING IVER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW " MIN. TEXTURED )EMENTITIOU5 COATING )VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTIi APPLY MEMB FLASHING OVER INSTALL 6" WIDE ADHI BACKED FLEXIBLE FLA: MATERIAL OVER DRIP CAP (PROTECTO-WRAP BT- OR APPROVED EC g" MIN. TEXTURED '�"EMENTITIOU5 COATING OVER FRAME STEP 5 U 1 Jul t/ " MIN. TEXTURED :EMENTITIOU5 COATING )VER FRAME FLUID APPLIED FLASHING (LANCO WHITE —SEAL RC-865 OR EQUAL). 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN V N - N V STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME L I SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL TO EXTERIOR FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE, NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT MINIMUM STUCCO THICKNESS 1 e7 SCALE: N.T.S. A R C H IT E C T S Design I u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"III"'I o�oo��vom� E 8 N E O C L STJBDIV. & LOT: OAKLAND LAKE (LOT 50) MODEL: 1833 F1833-01 PROJECT#: R5025.050/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT.- STATE OF FLORDA 3/21/19 0�6ALE: 1/4"=1'—O" 1 SHE�ET� �� V V A5 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT gg qq m o I It If , m R J2 J4 J6 J8 JB is J8 J8 is J8 JB J8 is is J8 J8 J8 JB J8 J8 J6 J4 JZ 2• 2 2' 2' J2 J4 J6 J 8 J8 is J8 J8 J8 J8 J8 ° is JB J8 J8 J8 JB I J8 J8 is JB B1G I i I I T j I — = I I,r� 1=� V3 — V5 C V7 D 7 V9 I 11 —10 2 —0 4 —8 '2'-0... 9 —0 20 —6 ROOF PLAN SCALE: 3/16 = l'-O" ELEVATION 'B" 8'-8T' ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 Q HUS26 © HGUS26-2 © THDH26-2 (0 HGUS26-3 (0 THDH26-3 (D RT16A © CONNECTION BY BUILDER svaPo 5FJ2—� �i • �. : !; 8" BRG. 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 r TP._E REVIEWED [J REVIEWED AS REVIEWED AS NOTED 43 iiEVISE&RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum, Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. the Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication Processes, techniques and sequences of construction compatibility of materials and materials coordination of their work with other trades and subcontractors, performance of work in a safe and satisfactory manner aad f compliance with the Contract Documents. jq0d 03!51 GROUP SCANNEC3 BY x:" St. Lucie County Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the Individual truss drawings must be placed during the erection procedure. 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 MICH IS ALWAYS REQUIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'SCSI-B1 Summary ShW COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED wi TRUSSES' (TPI). 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 ENE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 1-� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �—M HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelooe) ASCE 7-10 (Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor: 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 ft. Brim M Bleakly SWeI Eno 176051 2590 N. xNGS HIGHWAY rr. PIERCE, n. 34951 (T72) 464-4160 SOI TITFRN TRUSS (772) 464 COMPANIES, INC. 2590 N. Klnas Hlahwav Fort Pierce, FL 34951 S1D BLK: �N, L A u . .11. JL.—,F.L.sa.., t DESCRIPTION: ° -SS: 5223 Oakland Lake Circle Plan — 1833 Elev. B P SCAT. DAIS DAMN Or MAIMING NUMBEFC O , VISION: Oakland Lake 3/16"=r—o" 12 18 2018 dhc 1833—B—gr 0