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HomeMy WebLinkAboutPLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET 8 o o GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXX0 O — 0 O 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS om� ya n h o m e s. com TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN . Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL - - LOAD I (mph) effects' CATEGORY` Weathering depthb Termite` TEMP` REQUIRED' HAZARDS INDEX' TEMP' ---- - Very N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 1ST PLR. LIVING 1,533 50. FT. •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH TOTAL LIVING 1033 50, FT. — VASD = 124 MPH GARAGE 411 SQ. FT. RISK CATEGORY II ENTRY 22 60. FT. *EXPOSURE CATEGORY — EXPOSURE C LANAI 200 SQ.FT. 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX, HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,4(ooro SQ, PT. • STATE OF FLORIDA CUBIC VOLUME LIVING 15,S41 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH (ELEVATION A) 50'-0" 56' -0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR N0. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. REVIEWED FOR LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 CODE COMPLIANCE Tel: (407) 774-6078 ST. LUCIE COUNTY BOCC DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER If THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. FILE COPY IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN =NNED GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII �o�o�o■om� E 8 E O C M I!� SUHDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA I BATE: '7/2/19 C—ALE: 1 /4"=1' — 0" SHEET c s or 9 Ri`t C°Tt,.e�i`Y i $T. Luii�fe�ountY�' GENERAL NOTES 3. 4. 5, 6, 7. 8. 9. 10. 13. 14. 15, 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS 1P8F) A.1. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 . ATTIC W STORAGE A3.S / OUT E 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8, ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) 8.1, ALL AREAS 10 C. ROOF LIVE LOAD$ C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1. FIBERGLASS SHINGLES 17 D2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT, = 160 MPH, VASD =124 MPH E.2, EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.4. INTERNAL PRESSURE COEFFICIENT (GC_1i) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.A. GUARDRAILS AND HANDRAILS 200 R2. GUARDRAILS IN-FILLCOMPONENTS 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 R312.2.1 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 R302.92 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 R102.4.1 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. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/BINCHES 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 .Y,-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. CITE IAIADIL, 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 V. 0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 96%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 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'/4", 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). IT I,'t�Til I I -1V 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y.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 R606211 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kglm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHENEDITION 20 7 REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.42 (1) OF THE FBCR, 6TH ED ON ( 1 ) ALL VERTICAL REINFORCING BSUPPORTING 4. A R ARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR 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% & RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 26" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER D. BEAMS & COLUMNS: 0.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT,. SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, IN ACCORDANCE WITH NEC 210.50(G)1, TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. 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, .ORAGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 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 WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/W OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON 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" OSBEXPOSURE-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, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIffPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). on MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 16OMPH/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 R40223 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 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND W 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 W PVC (SCHEDULE 40), INSULATED WITH %'AMAFLEX. 4. SHOWER HEADS SHALL HAVE.A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017), 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE. ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR.PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -- %' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS REVIEWED FOR -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS CODE COMPLIANCE -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS �+ -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS ST. LUCIE COUNTY -- WINDOW FLASHING DETAILS BOCC SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) V V 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.102.1 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 FILE COPY IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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 Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA #: 0003325 �I"'llllll �v�0000000� E 8 AN W E C SUHDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833- O1 PROJECT#: R5025.047/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ✓U1 D #'TE: 7/2/19 SHEET G N OF 9 SECURE STRAP TO CONC. W/ (2 ) 3/16'4' TAPCONS 3 1/2' TI CONC, SLAB SIMP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) •Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. POLE ON 1/4'x6' DIA. BASE 9 BOLLARD DETAIL E s STUDOR � AUTO -VENT I r I 2'� 3' STUDOR I 3 AUTO -YENTA �gHEN SINKS I AUTO VENT t2.wo ,\\� �� 1 LAV 2 ( Y I N2, I 31 3' WASH 3 mil - OUT -WARD CLEAN -OUT PLUMBING ISOMETRIC (SEWER MODEL 1833 RYAN HOMES 20'-0" v Le PAVERS EQGE LINE PAVERS EDGrz LINE L -j L -i O @ �p 24'x24'xl2' CONC. FTG. @ °' W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' COVER (3-TYP) B 7YP. D I -3 1/2' ■ ■■ ■■■ ■■ ■ ■ ■■ ■ ■ ■ -- ----- — Irr---i----- II @ ML 3� II I I Ii TUB/ III 1 I i ii c HLUR.Ii S D I DI 31'-9" DI III III 18'-3" II o II -2-11 C3 `` _ I/2' CONC, REINFORCED r ■ W/ 6'xV-1111.4 x WI.4 I5� ( � ■ I ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE DI m ro TREATED WELL -COMPACTED N CLEAN FILL°\ > ■ F I OIL0'-0' FIN. ELEV. TYP. @ FIN. CONC. SLAB 21'-4" 1/2" 1'-101/2" "F' 5'-5" 14'-3" Is N N m N - S i I\x�l ■ _ i� 1 3/4' rr -�, F�. .'; I % A/C-T = CONDENSATE I @ i 1> II Il�p III I I`-----y=� r LINE is Rl 1 \� -INK I nil I I 1 n I n II n i uii \\o I ■ v I > :-'011 i� ii DI `. e lit � \e �—1 —�_.0 I (� II \ I II O �_. I' PVC CHASE ii----- II-4 _; N FOR ELEC. WH h i COND.1 ----- r -•60>04 'i n I SHOWER" EXTEND I BOLLA I PAN i s SLAB 1 1/2' I S I ■ g, 3'-3"3'-6" c0 I DI m SA Dl -toRECESS SLAB Dl I o Dl �p m m FOR PAVERSNe _ 14'-%" 3'-4" 12'-4" I 19'-10" 24'x24'xl2' GONG. ■ I 30'x30'xl2' CONC. I FTG. W/ (3) S ■ ■ FTG. W/ (3) 05 KEBABS EA. WAY 1 REBARS EA. WAY I a I ON CHAIRS MIN. DI ON CHAIRS MIN, DI I 3 I/2L 3' COVER 3' COVER — — — — — J @ (PAVERS) 6 I/2 ■ ■ ■ ■ p ■ ■ ■ ■ — — — — — «\ A ■ Er,)G v L INE -0" 4'-a' 0" 2'-3" 16'-0" 2'-3" II'-10" 8'-8" g'-0" 20'-6" 50' -0" SCALE: 1/4 = I'-0' ELEVATION 'A' /2' GONG. AB REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 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 � �IIIII"'ll �oo0v�v�o�� G 8 ,y E O �Co SVBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT*: R5025.047/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA 7/2/19 ' �(CALE:1/4"=1'-0"' SHEET Or A R C H I T E C T S Im'-O° I7'-4" IC '-8„ 12'-1' 1>a' - 9" 3'-9° 3'-I" ■ on ■■■ ME ■■ ■ on ■ ■ ■ v 26'-2" p 26'-Im" r r v 38'-II" ■ 43' - 5" r 46'-1 i � ■ c0 N n `v r N N ■ � ■ m v m ro `r o, � m v ■ ■ ■ ■ ■ ■ REVIEWED FOR "JDE COMPI A/AINCE .;T. LUCIE ( QUt,,47Y BOC ■ ■ N i � FILE COPY 34" ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ 12'-2" IS' -ha" Z— DOWEL PLAN SCALE: 1/4 = I'-O' ELEVATION 'A' 4Design GrbujTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nnunn ��momommm�ooy E 8 C6 0 E L C L SUBDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA % <�P JAME 0 NTWELL A 12079 [3DAT*--, 7/2/19 s :1/4"=1'-0" SJAEET 2 OF WALL LEGEND S'-8' 5LK 5RG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 0 IV O.C., LINO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 a ® 24' O.G. OVER FOIL 24' O.G. MAXIMUM, UN.O LOTTS CONCRETE RO, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' 8/22-S-(UU/(Ix_ RECESSED L-IA 5'-10' 8/I6-S-CUU/CUL L-2 5'-10, 8/24-5-CUU/(UL L-3 11'-4' 8/28-S-C)U/(I)L PRESTRESSED L-4 4'-6' 8/24-54OW(IL 8/24-S-(UU/(LL 8/24-54I)LIKIL 8/I6-6-(U.IKUL 8/I6-841)LI UL L-6D 10'-6' 8/I6-S-(IiU/(1JL L-1 1'-8' 8/24-S-CIX.I/CllL L-8 5'-10' 8/24-5-(IhJ/(1H. 4.%%T*(Af.T'd LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' SF22-I5/IT FECESSED L-IA 5'-10, SFI6-I5/1T L-2 5'-10' 6F24-I5/IT L-3 11'-4' 8F28-15/IT PRESTRESSED L-4 4'-6' SF24-I5/IT L-5 4'-6' SF24-I5/IT L-6 V-4' 61=24-I5AT L-6A 10'-6' 9FI6-I5AT L-65 V-4' 81`16-I5AT L-roC 9'-4' 8FI6-I5/1T L-6D 10'-6' 8FI6-15/IT L-1 1'-6' SF24-I5/IT L-8 5'-10, 8F24-I5/IT 9 (2) 25-SH EGRESS OWNERS SUITE 8'-8' CLG. e -------------- LANAI 8'-8' CLG. GREAT ROOM 8'-8' CLG. n------F— — ----I- II I 010 o O.SUITE - a BATH O wiC KITCHEN I J 8'-8' CLG. 8 8 UUU ��V -- u__ I -I — — � III I I III I I III I i III I I � III I I II FOYER III V4, CLG. DINING ROOM III 8 8' GLG. DEN 01.81 GLG L-5 25-SH EGRESS TEMP I —In 11 LAUN V-8, GLG. 1 III I 2-CAR GARAGE 8'-8' CLG. BEDROOM 2 8'-8' CLG. BEDROOM 3 8'-8' CLG. 35-5H I ENTRY y 35-SH - -- 16'-0' X T-0' OHGO --- - - - - -- L -lA e LINTEL r"ALAN SCALE: 1/4 = I'-0' ELEVATION 'A' REVIEWED FOR 'ODE OO PU,ANOE �,,To LUOIE C(., U i l �C) cc FILE COPY A R C H I T E C T S Design Grou JTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833- 01 PROJECT#: R5025.047/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA D E: 7/2/19 S .ALE: 1/4"=1'-O" HEET 3 OF' ISAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 5" PRFr1AAT Il-I NTFI A AAFF LOADS (CBS/FT cc �RA�IT 1 OVERALL LINTEL LENGTH PSB 08 BF4 mB 5c"16 08 &'10mB -T O-> fY[a PF31 00 (Tide LINTEL) BUs Y$B 16 BPIF Ig &ri 81sGi`IBJD "ES-11 ao 4 �m 11115 Im961 3 59 311� J EZE 2 -0' TO 9'-6' (PREGASR) 2231 DB40 405P 891 : 10.4E 59 1 TOi 1180E a P- 2561 ]'151 V-1' TO 4'-0' (PRECAST) ey l6 196E 3110 15q 931 11 oFIl I039 4 6 1so, 62 Y (P 4'-I' TO 4'-6- RECAST) 159E ta30 _3. I" 1990 566 - - - 1 Ba12 - I%1"- - X. - Isom "1 4'-1' TO V-4' (PRECAET) MITImo- 1104 111H 15=1 1631 zms¢ 114, 813 4 5m0'- S 1 5'-5- TO W-10' (Pfau 1063 590 9Tl Ibb 3AB0 )P�s bp36 'IB II 6 c36 03.b 69F. 5'4- TO W-6' (FRECA3TI gee 1011 I119 E0 63BI 26 = 03b0 im3 96 D191 _ 5 _ B6L 6'-7 TO 1'-6'(PREC48T) 143 266 38'B l{ 161 -64 565 13485 1BI0 3303 698 IIb® l'-l' TO V-4' (PREOA6i) 654 say e90 1}T T0=3 1836 rz1n 16a 9'-5' T010'-b' (Pool4t5 g :. ;03 6 2413 11 6006 - ' 945 10'-T'TO 11'-4'(PRECABfl 36a 54m - 019 _1146 T3m6 Ia Il 4 'EB4 295 2eZi a, 305, II'-5-TO 12'-0'(PRVV4ST) 331 4tl 155 Oil 1a16 IB36 1316 2B93 12'-1- TV 13'-4' (PRECAST) .2g6 ban •1326 166T. 2RT 3_ 263m 124 10i 13'-W TO 14'-or (FRECASt) 2T9 NR NR NR NO NR NR Ni 14'-1' TO 10-e'rPRE0TRE8BED1. NR TT3. NR NR NR NR NR NO 14'-9' TO 15'-A- IFREBTRE08ED) NR -- N4 N4- NS NR- ^�R NR NR 1V-5'TO IV-4'(PR£81REeBED1 NR 3P-9. 5a0 150 O2 609 l Ne `.R Nil N4 1 No, Nc Ne Il'-5'TV 1V-4'(PREBIREABED) NR 35 420 'S9 OF- 2H 15, EVE N' uR nR NR NO Ar NR 19'-5' To n'-4' (PRESTRE06ED) NR IBa --_ 34F, _ B. day 'A 13 �NR - N NE N \R R Ne 11'-5'TO 22'-O'rPFEBiR£00ED1 NR 165 al,3m NR lB GAL `1i NIR£ R N4 b99 N-_ NR 22-1-TO 24'-0'(PRE8iRINSIO NO 129 - 250 a54 SIT ".i Irma 12T 4 A, CC I nAn4 (I RG=T1 A'PPKr-Ao,T II - I Ill T=1 A JPLFT LATERAL OVERALL LINTEL LENGTH Sa-lli Fil EF6 EF - i EF T Pc -IT I' IT (TYPE OP LINTEL) - :fi8=2 - e'.1 2i BF6 2 EF 0-e F a)m-'-'T B60 8FB FCYIO 2-9' TO 3'-6' (FIRTI - IOUs IO/J4 1598 "524 3 4 6. 65 5E- p a 5 -_ O,gl II 3'-T TO d'-O' (PRECAOT) _Lan Tab3 300 3mbm B. 4= - -15 -r .11 -. _ _ 165 TG3 130E 4'-I' TO 4'-b' (PRECAOT) 592 591 1013 '[m' .m40 3s 5 _FOSS KIT 3901 4'-T TO B'-4- (PRECAST) 5 5 411 411 '14S :m16 - _ 9 3961: - .� 5'-W TO 5'-10- (PRECAST) 'Al rzm -41 - c'=3 540 339 616 OF FIT ow 59 31a 362o 4L'3 E6 2 ' Doi 121 49'd e. 1 m WB 3 IL s raa 2 in_ ¢ .1 2H TO 1'-6' (PRECAST) rzi_ r 24 - a)a 2e -- ;2a Ian 424 634 No - ' 91 1 6 1 I 1 "i I _-32rza 'OP' T'-T' TO 9'-4- (PREOABT) 316 916 130 d 19a 4 EH - 1 6 ¢1 591 a,¢ Av 'E 43 5 as r u 9'-5-TO 10'-6'(PRECAST) 5e0 6 -- n11-- 1 ¢ - 1 no 5+ -Sam n 1 - r5 204 401 ISO 4Ta LI men Im'-i' To n'-4' (PRECAST) Nov, Alen 6 1 k n m42 4 n a 64 1+ i' w i '.1= 13" as 2em 45] 15a II'-6' TO O'-O' (PREC49U - 'E 1186 '- 244 4O2 13l m E 6^l 0 1 O Rm'5 . 12'-1- To 13'-4' (PRECAST) -. _l 211 3?4 IIO Lis { 60 Hv 153 416 a63 arT �a -O I- E 13'-W TO b'-O'(PRECA6V 4m ._ as +1¢ �zm 06, { -1s a B2 w- e 1 m 2� 293 109 i0(FR69TRE66Ep 14'-I' 14'-B' '„ NR 284 91 rzt6 3 3 663 11 )aT. 900 la. 1 t59a LIB -- - l II Eli 14'-9'TO 15'-4' rz3m I. m- 9 C _ _ Z ben Ia6B NR 259 e9 lal IS -5- TO IT-4' (PRE8TRE09ED) NR 114 64 1=_ E)'. -ec 50a ALP <m 1 Em i 2 1 IcT3 I- -- - - 11 -5- TO 19'-4' (PREBTR£SS�J. NR I'a 62 N6 42 -29 2mP 30"� F-t3 503 .ail ,®59 L, aeC +aH o55 _ '. '- i s6 D) 19 a T021 4 (FREb RE E --- la'Y - -__- 121 905 .. _._-.- IDS NR 125 42 31 l 95 42 a 630 PI'-5'T02]'-O'(PRE6TRE66EG) I5' NR 1V 40 1t, _ 23 356 �3 bA$ � 41 863 412 561 IT -I' TO 24'-0' (FRE6TRE55E0) AT 222 313 1 455 NR 91 30 a06 TB_ A'P4FGAAT ulA9°RFCFS.S r300R II -I INTA1 A AAFF I (3ARS'I F RTT) 4c GRAVITY OVERALL LINTEL LENGTH BR=i 0B NE IOlmB erFlb-Ve Him19 05 64f e 0 26 D,`F:-9-m- (TYPE OF LINTEL) el {F'6 E_B'310NB aiFE B 5H80 STEPS IE -4349 BTffTT Ie 5OI 26 p TeRF3046o 6111 15m= Tc9 335 3'-6' TO 4'-4' (PRECg9T) 1635 b3 369d 6'06 99 I 66'9 396b a@60 49 94 5 4 OxK3 4 9E P59 4'-5' TO 4'-6' YFRcCABTJ 1496 l5a m 36SH Il( 6 06 11 6a39 [2_ 0Wa 261E _9 19 3o' Iona: 3-56 4'-l'T05'- B- (FRECA$T) B66 61 a4Bl �6l 6u 6'. 24 1 B06a 9 l9. 3 P A611 5 v5) 6'-9' TO 6'-10' (PRECA$T) BI0 0 34: 15 1142 2 6a39 5C4B 6axw 41 1PO2 9 ALE 6106 6- 5' 1!' TO b - 8'(FRECABT) l9l dl B25 9E 20 ! 59 3048-�161 '11f 514l4 9 19 l 39 ✓OB]0 5623 6'-9' TO V-it' (l-1�CA$L 669 465 i a50 'S5 2 69 66tl - 116 - 2e5- 61"> i1.9 1- atrib 40_1 we' 31-6 T'-T TO 9'-b' (PRECAST) 411 526 399 _ DOS 215E 31:3 4150 -a91- 6"PREGAST W/2'RECESS DOOR U-LINTELS SAFE LOADS (LBS/FT) UPL IFT OVERALL LINTEL LENGTH (TYPE OF LINTEL) OF=&- 5RF6- T aR`a aF-0 2 oL anrW 7 all bRFI -27 �8Rime 1T ?iG I 3[^i6 eI T BF'r L 2i a 5 RF 6 ' E?10-rt BRF•6.2T IB:c 30 JT 6 BW6 ROM 9E3 A44" 'E TO 4'-4'(PRECA6D -- till301 em1 ' 39 3A b 421 l50 l51 1164 Zl^ 4'-5'TO 4'-b'(FREGAei) _ ?[ Z9i9 - __- 427. =.5 '. 694 i93 1013 -EST - EFd v5 _L-Zl a a -sell a'-1' TO 5'-e' (PRECASL Y Z 9 - rT -' 9326 6 � Ha 3411 40B 401 6B9 - 65 2m1 m = -'. 6'-9' TD 9'-10' (PRECABV 655'-Na302 1:46 2n9 L 3 L'A 3BI 616 i'p 9 L L Pm L DYI' TO.' -a' (FRECA6D 6. 590 .TSB 484 ae57 sa 6'-9' TO 1-6' (FRECAST) - g©5 35 82 1554 n65 Ibo ^56T - SOS E� 614 SOS T-1-T09'- 8' (PRECAST) _ in Dan +sl< 3w lei 201, ry I T 310 490 114 AST- RETEr LINTEL SCHEDULE MATERIALS precast lintel . 4000 psi 2, Flo prestressed lintel = 6000 PSI E. Grout per ASTM CAI( f'2 = 3000 psi w/ maximum 3/5 Inch aggregate 4 8 to 11 Inch slump 4. Concrete Masonry Units (CMU) per ASTM CEO w/minimum net area compressive strength = MOO pal 5. Reber per ASTM A615 grade 60 6. Prestressing Strand per ASTM 4416 grade 2101ow relaxation T. Mortar per ASTM C210 type M or S GENERAL NOTES I. PfOVIde full mortar bad and head joints. 2. Shore filled lintels as required. 3. Inetallatlon of IIntel 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 reinforcingand grouting. 5. Reference the CAST-CRETE Load DeFiection Graph brochure for Ilntel deFlection Information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. T. 1/32' diameter wire stirrups are welded to the Bottom steel For mechanical anchorage. S. CaBt-In-place concrete may be provided In composite lintel in HODU Of concrete masonry units. 9. Safe load rating based On rational design anal per AO 315 and ACI 530 10. The exterior surface Of Ilntel0 Installed In exterior concrete masonry walls shall have a coating of swcco applied In accordance with ASTM C-296 or other approved coating. 11. Lintels loaded simultaneouely with vertical (gravity or uplift) and horizontal (lateral) loads should 'DO checked for the combined loading with the following equatlon: Aeolled vertical load A Bled horizontal load Safe vertical load 4 96Fe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additlonal reinforced concrete masonry above the lintel. See detail at right: F'm=150OPBi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2' CLR TYP (27 S-KEBAB e a GR40 or GR60 SAFE LOAD T,45LE NOTES i All values based on minimum 4 Inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length Is lees than 6 1/2 Inches. 2, N.R. = Not Rated 3, Safe 10466 are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. S. One •T rebar may be substituted for two 05 tubers in 8' lintel$ only 6. The designer may evaluate concentrated load$ From the safe load tables by calculating the maximum resisting moment and shear at d-away from face of support. TYPE DE51GN,4TION F = FILLED WITH GROUT / U a UNFILLED UANT17Y OF 5 REBAR AT BOTTOM OF LINTEL CAVITY Ijlr 1 aFI 15/17 QUANTITY OF 5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH T. For Composite ]Intel heights not shown use Safe P load from next lower height Shown. S: For IMtSIS lengths not Shown, use safe load from next longest length shown '3. All safe loads In unite of pounds per linear foot 10. All safe loads based on aimply Supported Span. IL The number in the the parenthesis Indicates the percent reduction For grade 40 field added rebar. Example T-6' lintel type 5F32-IB safe gravity load = 64T2na) w/ 15% reducticil 6472 (.85) = 5501 PIT 1-SAS'ACTUA4 8' NOMINAL WIDTH -5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR dk r TABLE No, 11 SAFE WORKING LATERAL LOADS (PLF) S B" A, S" LINTELS LMTEL BPFE LATERAL (PLF) LOPD6 LINTEL SAFE LA TERAL LOADe (PLF) Total Length Type B' DOOR HEADER PLAIN 0' DOOR HEADER WI Total Length T5Pe Va. PLAIN 0'x8' SOLID Y-m' React INS NIH 3'-8' Fr.aat Inn 10T 3'-6' Receat 1168 230 4'-0' Remit 950 10"1 4'-0' R ease! BK 1614 4.1 Ra:aeL %I 521 4'-6' Premet 630 1166 4'-4' Re met 1% INS MB' Remel NO In 4'-B' Remei 659 1165 5'-4' Remit 64b No 5'-e' fiemat NO 1177 5'-0' Recut go Imo 6'-B' Rol 504 %4 V-4' Retail, 634 %4 1'-0' Remit 40 181 6L6' Rxait 612 12M 8'4i' Recast 3% 664 6'-8' Remit 516 111 V.S. Remit 266 5% Remit 446 SN T-e' Remit 425 ON 1'-0' Remit Son 6114 Remit 354 16 9'-4- Remit 211 No 10.1. Remit 191 453 I1.4- Remit I% 620 v-0' Remit 164 545 tl'-6' Remit lot 504 1W-4' Rereat 116 404 Remit % 3E 14.0' Phowsboo; NA. 541 5'-4' ReeYaeeetl NA In Pataeiatl NA. 213 BLS' Retlraieed NA ❑6 2V-0' Re verbal NA. 159 lL 4' NA. SI e NAI70N'-O' NA % NR = Not Reeoer6Med L0TT' S � CONCRETE P:O, BOX 771255 WINTER GARDEN, FL 34777 AM r [1L•��O��11D� 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 GROUT 5 REBAR AT BOTTOM CF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) G@NERAL NOTE5: I. CODES FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 4 111 FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS W12 4 2101, ,1 BUILDING CODE REQUIREMENTS FOR REINFORCED GCNCRETE (ACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (A5CE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1, PRECAST W/STANDARD REINFORCEMENT-4000 P61 7J.2. PRECAST W/PRESTRESS REINFORCEMENT-6000 PSI 2J3, GROUT PER A5TM C416 - 3000 P61 W/ MAX. 3/B" AGGREGATE, S' TO II' SLUMP, 2.2. REINFORCING BARS: 22.1. 61EEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM AVE, (GRADE 60) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM 4615 (GRADE 40). 2.3• PRE -STRESSED STRANDS ASTM A4I6 T-WIRE, STRESS RELIEVED 210 KSI 74. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL OiEEL UIFILLED GRAVITY CAPACITY OnL(0MU GR-0Vltt CAPACITY (I51-(II UPLIFT CAFAom` (IML fli URIFT CAPACITY 0M-(25U B0ITOY BAR TOP BAR GRAVITY LARXITr' 1'-w I'-6' FR T n)R a)'1 4245 180E IBM 652E 10000 S-W 1'-1. PRECAST 12)IS 0M 2415 Stan %31 405 4S15 4'-0' V-W PRECAST MS (2)t 1I Til 2111 3386 33% 4'-6' V-2' FRLASi (2)2 0)2 INS Z165 2165 260E 2600 4-8' VH' PRECAST (2)0 0)2 U32 2011. 1011 2421 1411 5 4' 4.0' PRECAST 0n 1No K51 1651 IB1 1061 4.6' PRECAST M5 f02KIDSb',4 1I 100E b-4 5.0' PRLABi W-4 QPA !D2 140 140 RES RB9 age @69 IRK 1405 11.1k 9.3' PRECAST (D4 (2>2 110 1 M2 ax 1145 1340 b-B 5.4' PRECAST RIB U)4 am 04 Sea 1OSI 12% 1.6- 6'-2' PRECAST (2)4 (09 are %I SO 015 ION T-e' 6'-4- PRECAST (D4 N)9 551 959 No IN m41 e-0' PRECAST MIA (02 5K 902 902 iu %9 8-4- T-0' PRECA57 (2)-4 f219 469 0 %I No S21 9-4' 8'-0' PRECAST (D•4 (i)2 416 Via 126 4% ISO 10'-6' 9'-2- PREGABi f0.4 (2)9 354 618 618 9O 13 II A 1V-O' PREGA61 (2)5 0) IS 95 bar EST 311 607 11-v 10' B' PR5GA 7 (2) 5 IS 19] 575 525 2117 661 R-6' II'-2- PRECAST it)5 (21IS 27 4% 4% 251 512 13 4' 12-0' PRECAST (2)5 (2)0 255 458 ASS 211 44 14-0' 12'-e' PRECAST (05 (2)9 2% 430 430 100 D% H V 13' -A PRESTRESSED (2)4 (2)2 NR 40 418 230 446 15'-4' 14' V PRESTRESSED (2) `4 f02 NR 319 319 110 401 It 4' IS 0' PRESTRESSED (A4 (2)2 NR 1% 2bB 163 SIT S-4' S-C' PRESTRESSED (D5 Ills NR 224 1 214 131 11 20'-0' IW-a, FRESTRESSE , MR, 1 IV 5 NR Son 201 122 231 21'-4' 2G.V FRESPONDED (05 (1)5 NR IT 11101 208 ?2-0' 201-9' PfESTRENED (05 (09 NR KR 164 100 I% 24'-0' 22'-9' PRE8IRESSED (215 (2) 5 NR 52 IN 34 163 NR- NOT R£UNtMQ1DED 7a61,1.Ne. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B' A 16" COMPOSITE LINTELS LMTEL LENGTH CLEAR WAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (05Lr1)5U GRAVITY CAPALitt (InLflrw UPLIFT CAPACITY (15L(NEU UPLIFT CAPACITY LPL(2nU BOTTOM BAR TCP SATE -6 PRc i 1 WOOD 10000 o 3' -V a' -V PRECAST (1)2 (1) 5% MM 10000 MM 2-8' PRECAST (02 ( 426t to" 813E MOM4'-V 3'-1. PRECAST (02 ( 32I1 9161 6592 10000 4'-e^ 3'-4' PRECAST (02 1944 844 604 onto D-4- 4'-0' PRECAST G)9 4B29 6431 44]1 104T 5 10' 4 6' PRECAST ! )5 ] 3913 0430 6 4 5 0' PRECAST (2V4 f D9 d115 4115 4n5 IN? 2%1 44 II 6 6' S 1 CAST f014 01 3934 3934 2810 dBl 66. 54' PRECAST (D•4 (ll 3119 311E 2053 Sol T6 b 2' PRCPBT (2)•4 (i 2911 2911 1030 Ne 11-1. 6.4' PREG!$T 11% fl% 2WI 27 B•-0' 11-11 PRECAST (2)µ. M 4 (D7 258I 2N ]IN I154 1T02 b'-4' T10i PRECAST (D ]3% . 13% 1600 2906 9 4 510' B'-0' PRECAST 0)14 (])•4 (1)9 RIN less I]M 20% 16 it 2- PRECAST C)At GOO K21 16]1 94t I6% II4 10'-0' Figi We NPI KIDS 14% its 1504 DIV 10'-8' PRECAST (DS ( B% NO 01 131E 12-6• II.2. PREcA T (D5 Me 257 lee 634 12W 13 -4 12-C' PRECAST (2 5 DOS 144 1144 Sub 111E 14.0' I2-0• PRECAST MIS MIS 1101 m66 AGO IOD 14-B' 13.4' PRESTR%E (D •4 (2)9 NIS lot 451 an B 4' 11 0 PRESTRESSED (2)-4- O 091 E91 411 $23 IT-4- 16.0' FRSTRESSED (D•4 (/ 993 993 315 641 B-4 IV-0-FRS 6SED (05 ()9 105 1% 260 50 20.0- IB B' PRESTRESSED WIRE (D -DO t19 143 AID 21.4 20.0 S DSED f05 (09 63. 33 213 40 4'-0 20.8 9 B9E0 (D5 (] 6 591 1 24'-0' 11'-0' FR9IRBSED f1)5 (] 49t 401 161 no TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LMTEL CLEARtll�lPEALENaiH SPANBOTTOM CAPACITY (0 Lfl�MOO C Hull (IML(IMU CAPACITY (In. 1135U CAPACITY (15L (1MU-6T BAR TDP BAR (2)2 e2)1-bFRI 1550 10" IZ00010390 4-0'1-VST M (2)2 III2 (212 3.2'ST (2)•! III ITMn 4142 419 one,M414-6' 0000 4-8' 3.4'9T (1)2 (a12 3198 10000 10 18365-4' 111. (D5 (2)Q 623E 10000 57305-m' 4.6-ST TV5 (U2 5016 ain 466T 9'aM6.4' S-0'ST (1Y4 (11R 6151 b152 306T T162S'-0'ST (2Y4 MIS 6250 62M 3645 66-8' 5'-4'ST (D•4 (D2 5BK SBK 3411 br14 T-V 6'd'AST IV-4 ( 1 431i 45112 26% Agin T-8' 6' -4' PRECAST (04 ( 409E 403E 2509 Sail V-0' 6' -0' PRECA5t IDµ f02 31M 3130 2218 380E B'-P 1'-V PRECAST (04 3420 342C 201E 3561 9'-d' F-V FRECA57 (]14 2134 2134 1610 283E 10'-6' 9'T FRECA97 (2)4 005 2111 nil 03 228E 11'-4' I0'-0- PRECAST (D5 (D ON ON 1031 100E 11'-0' 10'-8' FRECABT (05 MIS ITS 111E 910 182D 11'-6' II'-T PRECAST (05 ) 1661 1661 628 n01 V-4- la' -0' FRECA97 eOs (2113 K01 1501 113 414 4'-0• la'-8' PRECAST (05 2)9 13% b% 1313 14'4' 13'-4' FR6TRE69ED (214 (112 109E 1893 5B1 IB1 PROTRESEED (2)4 13B024 Il 4' al-V 16-0' FRE6TREf5ED (2)S IV (21q 1330 1330 4n 824 19-4- Ia V PRESTRESSED (D5 ] gin 1053 334 659 20-0' IB B' PRESTRESSED (2)D (219 919 ale 36 65 21 4' 20'-0' PEBTRENED (115 1 851 213 540 ]2-' 10'-B' PRESTRESSED (] 5 (1)9 lei 101 251 DOI 24 c0' 22-B' FRSTRE09ED (]n 59 659 2B 45 TABLE No. 4 REINFORCING SCHEDULE &. LOAD CAPACITIES. SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LEGHTH CLEAR SPAN LINTELrYPE LINTEL BREL GRAVITY rmnL nnu in.OII GRAVITY CAPACITY nnulnu UPLIFT LAPALITY nnL anu t1�LPi CAF rPO anL (a5u mean eAR TOP BAR -6 PRECAST (D onto 10000 10000 2.1' PRECAST (2)2 IV 9361 'A'+000 0090 10090 4•-0' 2-V PRECAST M 2 IS S 613E MOO Dow 1wato 4.6• 3-T PRECAST (02 (2)2 5074 MOO 0000 10000 44 3'-4- PRECAST (2)2 0)2 4653 10000 %29 10000 5141 4L0' PRECAST (2) 9 111 i! 1656 m000 in 1=0 9 m' 4'-6' PRECAST (2)5 (1)2 6231 MOO 5136 Mae -V PRECAST (D •4 (2) Dan I0000 4754 9450 6 -6' 5'-T PRECAST (D •4 a) 2 SEES MOO UPS) 895 5'-4' PRECAST (D•4 (2)2 6114 NOT 4231 8420 l-b 6'-2' PRECAST (2)•4 (2)2 62% 6416 3142 6411 V-4' PRECAST 12)-4 (2) It 533e 694 3085 663 6'-F PRECAST (2) -4 (112 5%T 53b1 2003 Not B'-4' 1-0- PRECAST f2)•4 0)7 W31 4631 2%1 W30 9'-4' 5'-0- PRECAST (2)•4 (2)IS DIGS 3126 P.02 3050 of 9'-,. PRECAST f1)•4 (1)2 2531 N31 SO" 3025 11'-4• 0'-O' PRECAST We (7)IS 2553 2553 Ills 2a04 e' PRECAST (2 IS (])5 ME 2305 IR3 2291 11'6' II ' -I' PREG45T !05 _ eVs 2141 2141 NO DOSS 1Y-4• 12'-0' PRECAST (1) 5 T 9 1926 Ills Doe IiIB bal lBl 1821 1695 14.0' 12'-B' PRECAST (2)5 (D9 14'-8' 3'-4' PRESTRESSED f0'4 y2 2945 2345 653 Ilia 15.4 14-0' PRE51TE59ED (D'4 _ (2)2 2136 11% 696 111E IT.".16'-0' PRESTRESSED (2)-4 l2)2 I680 TOO 464 Vll 19-4 18.0' PRB1R66ED TITS [D9 130, 130 511 t% 20.0 18-e' 61R68ED (])9 (1)5 25 111E 341 f 4' 10.0' FRE TION E6 I (1)5 eVs 10 at04 601 22-0' 2V-V PRBiRE%ED 1 C) IS MeON Sol2% 566 14.0 11-B' PRE01R89ED (215 ills 624 B?4 1 299 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28 COMPOSITE LINTELS LINTEL LENGTH CLEAR 6PAN LMTEL TYPE LINTEL STEEL GRAVITY CAPALM (cl nnu GRi CAPACITY (InL (InU UPLFT CAPACITT (InL null UPLIR CAPACIIY nnL (2)DU BOTTOM BAR TOP BAR 2- -6 L (VO (2)n m0 3.6' ]-1' FRELAST (02 10000 i0 mmcm 1009E CAST (02 (2)9 1516 000E 0020 10000 4-6' 9-1' LAST MIS (2)9 6001 10000 Mae, 10000 4-W 3-4' LAST (02 MS 550E 10200 1000H. m980 51 4- CAST (05 (2)IS Sill 1000® 065 0000 6.10, 4.6' Fog (2)5 02 7381 10090 6006 0980 5.0' CART (114 (02 1090E beL0 5641 6.11 W.11Fill (D'4 (2)2 10000 100m0 Sala l0 6-V 5.4 PRECAST M-4 (2)9 9638 10000 5021 10000 1-b' 6.2' CAST (D'4 (02 1408 9%i 3840 16% T V b-4 CAST (11.4 IV2 1054 %8 9662 INS 8-0 6 ar PRECAST (D•4 (7)2 641E TNT in$ 6661 0-4' 1-V GABT (D'4 G)IT 9%4 6933 W31 6091 S."r 8'-0' FRECAST IV 4 ON n 4%1 NO& 2EN 4145 9'-1. PRECAST (D •4 (2)2 alas MAI 1 3663 II.4' 1-01 PRECAST f05 (I) IS 3290 3290 521 30% 1I 0 S' PRECAST (175 () 2936 193a 1Nb 2133 11 6 11,4, RECAST (2)5 (2)9 2710 21I8 tlil 249E 13.4' IT,. FRECAST 0)0 (2)9 2416 24K m 9 60 14.0- 11-8' A6i (05 (2) IS 2 K 22K %i 931 II-B 14-0 PRINTRESND (D•4 2611 10 l 116 1431 15.4' 14 0' PRE61RE,58 D f2P4 (02 2616 2616 663 136 11 4 16 0' PRE81RE86ED (2)'4 02 2023 Ion 516 102? 19 d' IB 0' STRESSED Me (05 K 1 413 BIB 20'-0' IB'-B' PRSIR6S19 fD0 f05 4 :05 t63 2v-a• 2m'-9• PROrRDBED m5 r09 1 DO BSB 669 22'-0' 20'-0' PRESTRESSED Me 2)9 1 0 3T1 619 14'-0' 3a'-e' PRSIRED9Ep (D5 f2)5 104 '014 266 SF TABLE N0. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" UNTELS LMTEL LBKTH AFAR 6PAN LINTEL TYPE LMTEL STEEL PLAM faR4wltt L.AFIer" GR4NTY CAPACITY (0ML (Intl GRAVITY CAPACITY (InL (IMU UPLIFT CAPACITY (In. rlf UPLIFT CAPACITY (I)Su OnU BOTTOM BAR TOP EAR -6- J2 3 6 2'-2' PRECAST (I) N ISB B65 INS 2400 24M 4-d' 2-B' PRECAST N)2 (2)1 IOU 145.. 425 I%3 1%3 4-b' 3'-Y PRFaMT (2)2 E19 1151 II51 149E IAB9 4 B' 3'-4' PRECAST (2)2 Mn SN' IOV imi INS 13% 5-4' 4'-0' PROA6T (Ve (2)2 669 %0 Ego IIK IN 5-10' 4'4' PRECAST FVS (2)2 511 891E act 935 %6 1-4' 1'-0' PRELASr (Yp (2)2 494 147 141 115 Sal b -b' S -1 PRECAST () µ 416 5 119 IN 0.^0 6-1 11.1.PRECAST W4 TV AN Na 6% ON IN 16'I 6.2 PRECAST M-4 (212 Din NO,5% 55 661 FRONT 2) 4 f V n 315 No 568 49S 641 B-0' 1 a-8' PRECAST (2)4 G)2 %3 536 5% 02 60 FR 46 IDµ Mn 334 501 501 411 5ffi 9-d' B'-0' PRECAST O• 9 2 256 42 435 316 494 -6' 9'-2' FRC457 ) IV 245 311 3l1 139 423 II-4' 10'-0' FRCASi (1) (05 20 Na 345 19s Ste 6'-0' W-0' FRCANT () (2)9 201 202 2N Ili 215 -6' 11'-1' PRECAST )5 IN 2'0 243 151 238 B'-4' I]'-0' FRECAOr (25 151 51 191 as IN 4'-0' 12'-B' PEGAST We MIS U6 160 161 1n 5l TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER. LINTEL LENGTH CLEAR SPAN LMTEL TYPE LINTEL STEEL UNFILLED GRAVITY CAPACTY GRAVITY CAPACITY nML(0)SI0 GRAVITY CAPAC1Tr (1)51.O U P IFT CAPACITY (Le.(IY6U UR Fi CAPAcrcY III 0511 BOTTOM BAR TOP BAR 3'-8 2 4" PROSCASIT 1 NO K K91 2234 ffir- d'-0' 1-6 PRECAST (2)2 (1)2 IBI 1425 1425 1063 INS 4' -a 2-10' PRECAST (2)5 (2)IS 1042 B20 520 PIB 111E 414 3'-0' FRLlST 0)0 (2)2 963 DES 6 Die, 15% 11-1.3'-4' PFELA9i (2)IS (2)2 BZb ISO 1001 No P% F-8 4'-4' .`ROAST MIS 2 5% NIS 846 1003 011 5'-4' CP9i M-4 (2)2 4% 6% 6% ON 190 Y-8' b'-4'PRI M-4 rD 2 515 565 565 4% bull 1'-1. 1'-4' pREf-A81 (04 2) 310 4a0 480 315 NO 9-0' B'-4' PRECAST (DAL ) 213 415 415 191 412 2.5, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. B. MASONRY: 3.1. DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY 4550CIATION AND ACI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1SOO PSI. 3A, MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION Ill OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104-IB - 13 (1) /5 CONTINUOUS 3B: /-8"X16" KNOCKOUT BLOCK TOP BARS: :j•• SEE SCHEDULE I �(1) #5 CONTINUOUS N7 32' STIRRUPS AT 4'-0" cc ( ED OR WELDED) BOTTOM BAR LA��SEE SCHEDULE (PRECAST) 8/16-S-(1) #5A1) #5 PRECAST �g (1) #5 CONTINUOUS 313, �B"X16" KNOCKOUT BLOCK "i TOP BARS: •• .�' SEE SCHEDULE I' I• • �(1) #5 CONTINUOUS s� I I `�•yu D "ORTIWELDED) RRUPS T 4'-0" cc 8/16-S-(1) #5/(1) #5 PRESTRESSED 3?' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 32" COMPOSITE LINTELS LMTEL LENGTH CLEAR SPAN LMTEL TYPE LMi@L STEEL BOiip19KR TOP -BAR GRAVITY CAPACITY (CAL(IAU GRAVITY CAPACITY (15L(IY9U UPLPT CAPACITY (05 0)5U UPLIFT CAPACITY N)5L(2nJ (] IOEbm m0em em I aiw 9'-6' 2-2 LAST (2) 10000 1002mlow RECA57 (7) 9 (2) 2 S20 0000 0000 10000 4-6' FRECAST (2)2 (2)2 SEND l0 OEM Tow A-6' 3' d PRECAST RE (2)IS (2)2 636 10000 10000 5.4' 4.0' PRECAST ills (09 l0 10090 %19 WOOD 5-0' 4.6' PRECAST (2)AS (2)At S)IS 943 10500 1016 I0000 5.0' RECAST (2)IS m o 10000 65]9 0000 6.6• SG. PRISCAST wWil 102 loom IO80® 605 10090 bl-S 1 5.4 PRGA5i (1) `4 f114 MIS m800 IID00® DOW 10000 1 6 6.2 PRECAST 5112 m 4245 1-B' 6-4' CAST (04 (2).2 (02 BIT2 0000 m V4V B-0' 6 -B' PRECA5i (D 2 1436 m000 S424VON 3%3 1121 1111 8-4• T-0' PRECAST IVµ 61% m800 3516 PRECAST G2At (114 G)2 6%3 5Izi 501 5501 all .4 5n. PRECAST (D'H 0)2 (02 4goS3got 08 40% SO 1050 11 11 4' 0. .St PRECAST Sill 4all221 4111 INS 35% Nis I2 0' 11-1. 5WIS)-S (2) 5 a)9 5 IDI9 3TI9 INS 3n0 •b' .PRECAST II.1 PRECAST (2) 3412 109E 13-4" 11-1. PRECAST CIS CIS (2)5 271 2511 2111 Di U10 40 14-0' D-0' T 111 - (2)5 1T 1 ]t31 m% M 1%0 PRE8 D % (DAL (02 I 319 8 -0' (02 191E 2N 1846 LA' 6 0' PR£BTREf0IS1100 19 IB-0' PRES BED (2) 5 181E 01 KI3 10'-0' I0'-B' PRD D Isis K%21'-A =14sl�5.4- 20•-0' PFEeIRS6ED WrP (y9 14l$ 4V20'-0' FRESiR85ED (05 ME 13 B 61IRMED (1)5 (1)9 I'll 1ST TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL EHai CLEAR SPAN LMEL TYPE LINTEL STEEL GRAVITY CAPACITY (OnL (InU GRAVITY CAPACITY 05L (I)91 URIR CAPACITY (I)5L (IMU UPLIFT CAPACITY (U91. nP5'J 807701 BAR 70P BAR 1'-0 I'!' L T (L (2)0 ) 8TI 000E 0000 O 3-6' ]-]' PRELACY 5014 0000 10090 0090 4'-0' 3-e' CAST (1)2 (V IS SO 10000 14}0 m e 4-6 -- 3-4' RECAST (2)2 (2)IS 25B 6231 550 12K 5'-4- 4.0' PRECAST w0 (112 4II 4411 316E 30 5'-10' 4'-6' LAST (1)9 (1)2 244 3564 Debt NO, (2)4 (2) `2 SODS 3038 153E 311E T O4 ]891 1891 23% CAST (D 4 (V IS dlPB 2180 115E 2B% 6-1 PRECAST (04 (2)9 21% ]I% 111E 230E T B' 6-4• PRECAST (2)4 2m0 M, 164E NI V-0' 6-0• PRGABT M4 %1 1%1 14% 21 8-4' L0 PRECAST (DAL ( M5 MD GO 516 9'-4' B'-0' PRECAST (2)4 (2)IS BIT BIT ON B91 PRECAST (2) 14 (1 2 U65 NN Sol B24 11'-4' I0'-0' fol W'D IN, IN 619 1101 12"0. '0' -V FROAET (05 q)9 our 041 Nu mB1 12'-6' 'a'-T PRECAST WIl 9 ON 541 015 1S-4' ii'-9' LADY (2)5 (2)5 go 901 465 935 I4'-0' C'-e' PRECAST (7)-5 (05 N2 842 414 058 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LMTEL TYPE LMTEL STEEL GR4N1Y CAPACIM (0nL (InU GRAM" CAPACITY (IML (Leta UPLIFT CAPACITY (15L (I)RU UPLIFT CAPACITY (IML CMU BOTrcr BAR TOP BAR 3- 2-W C TIS a 45 10000 --still 4'-0' 2' -V PRCAST (02 (02 301 0000 7440 0000 4' -V 2.10' PRECAST (2)2 (02 3306 J% 6743 10000 4-4' 3'-0' PRECAST fD2 MIS Net SO53 613E SON, 4-1. 3 A' PRECAST (2)2 MIS D 251E 3574 6231 SB0 5150 31M 7210 TINS 5'-8' 4.4' PRLASL (2)5 6'-5' 5'-W PRECAST 0) -4 2139 1138 125E 2B% T-W 6'-4' PRECAST (2)•4 1 2108 2" K45 118 B'-e' T-4' PRLP9i (DAL 02 nl0 241 n% 9'-0' W-A PRECAST (D •4 1 BK IN6 $14 1505 REVIEWED FOR CODE CON pp.•IANCE ST. LUCIE COUNTY =OCC 8/16-S-(l) #5/0) #5 8/14-S-0) #5/(1) #5 FILE COPY 3d' A R C H IT E C T 3 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 � 11111111111 LIommoM000v& sUBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 P1833-01 PROJECT#: R5025.047 00001 PAGE: / LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF ELORIDA D fT 7/2 /l9 s ALE:1/4"=1' 0" SHEET 36 OF 9 SQ.FT. CALC.'S IST FLR. LIVING 1,833 Si FT. TOTAL LIVING CzARACsE ENTRY LANAI 1,833 411 22 200 $Q. FT. SQ. FT. SQ. FT. $Q. FT. TOTAL 2,466 $Q. FT. GUBIG VOLUME LIVING 15,941 SQ. FT. EXTERIOR MASONRY WALL BRG• HEIGHTS 8'-8' BRG. LOAD BRCS. WALL NON-BRG. WALL 50'-0° BM 4 1/21, DBL. roP= C @ TY PLA7E ry m Yx4 WOOD PRAMED E COPY s Ib' O.C. A CABINET SECTION BM F�LO � "PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' cl , MANUFACTURERS. LP) 11AFes.,L 1If 1O.SUITE-10rl.r.BATH�GKITCHENCLG.`�BOLLARD 41 em ENTRY RI I 8'-8' cLG. PAD -OUT—/ FILE AND CLADDING WIND LOAD8 BASIC WTlD EXPOSURE FOR 3 SECOND QU8T8 CALLi �'� �'�' �/m � ZONE 180 MPH WIND FOOTAQE DEBK#NATiON WIDTH HEK:11iT I 22 3068 PR 40' 80' 4 21.9 / -30.4 2 34 35-SH 53' 63' 4 31b5 / -41.I1 3 112 1b _0 OHGD 20'-0" 18'-3" g�_0 8" I I I I I I 3'-I" 3'-0" 2'-4" I I � LANAI I I 20'-rJd'xlm'-m' ( 8'-8' CLG. I O� l2)25-SH I 6 O I 5 O 25-SH EGRESS I I EGRESS — — 8068 SGP I TEMP ruB/ HB. � SHOWER HEAD e b'-S' AFF. I ° BEDROOM 2 10'-�' x II'-2' _ d )BATH "' OWNER'S SUITE e-e'cLG. — s'-a' CLG. � GREAT ROOM 16'-b'xl4'-6' - � A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 www.a btlesigngro u p.com AA #: 0003325 I � �II"IIIIII E 8 0 Z SVBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833— 01 PROJECT#: R5025.047/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D : 7/2/19 s ,ALE: 1/4"=1'-0" SHEET 4 OF A R C H I T E C T S 12 5 TEXTURED CEMENTIOUD COATING PER (ASTM C CW(o) (TYP) I SHINGLES, 12 TEXTURED GEMENTIOUS— COATING PER (ASTM CW(o) --� (TYP) — 12 REAR ELEVATION SCALE: 1/4' = I'-0" ELEVATION 'A' ATTIC VENT CALCS REA OF ATTIC 1833SQ•FI'• NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FT- REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SON. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 879.8) 439.9 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENP SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 440 SQ.IN. REQUIRED IF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 @BAND DETAIL 5CALE: 3/4 = 1'-0' 8'-8" BRCS. HCsT.h _ 0'-0' FIN. FLR_ 12 5 ❑,'I u I^II❑ uEl - I - - - - 1-- 1. 1 1 . rr LA - 4�-L r - LINE �— /' IEI l�lACH LIGHT UNIONS ICI IN ICI (ASTM CIB26) I CI ICI ICI • A PER I011ImI IoI IN IMI ICI Ili I l .l _ow-111SIME-11011 lel le! hI im STUCCO 5100 . G • . FR U T 1ELEVATION STUCCO BANE) SHINSLE5, (TYP OFF-RIV:E VENT - - - - — - — - — - — - — - — - — - — - — - — - — - — --- - — - — - — - — - — - TEXTURED CEMENTIOCS) COATING PER (ASTM OPEN C92(o) (TYR) r ---- ---I--------------------------------------- LhYT ELE TI N SCALE: 1/4' = I'-0' ELEVATION 12 5 BRA. HGT.� _— - — - — - — - — - - - -------------------------- TEXTURED CEMENTIOU61") COATING PER (ASTM C C92(o) (TYP) BRCS. HC:T. 0'-0" FIN. FLR. _ O'-O" FIN. FLR REVIEWED FOR � CODE C®�.x,�,�•�€ ST. LUCIE BCCc -T OPEN FILE COPY 0'-O" FIN. FLR. O'-O" FIN. FLR. - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - - i - --4 UG HT 'ELE IT'lN SCALE: 1/4' = 1'-0" ELEVATION "A' Design Grou p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 00 unmmi ��oamememmty. E] 8 E O c cc SUHDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL. 1833 F1833- 01 PROJECT#: R5025.047/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D 7/2/19 lz S ALE:1/4"=1'-0" HEET 5 OF 9 �n ,A�{ TI^1 pl, � � � jlil llrq �T jl( jlr'l GONTRO� DATE: 01-01-i5 m� / pl�6m ILLjJJ I"e_/� � �IL O/ 1111L�J III�',y 1111LJ 1111L{l SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-Ib I450 HTq Ib-IB I400 (V I@d x I IR' ]-FLY, (6l Ibd 2-PLY, (USP: (I0) 10tl X I I/1' - NO 16d OPTION) (D META-Ib 1585 !2) LTA Ib-16 10�@ (10) 10d x I I!1' I-PLT, (U6P: (10) 10d x I I/2') 1900 (14) Ibd 2-PLY (USP: NO 16d OPTIONI HETA-IB IBIO PTA I6 1615 (9) 10d x I I/2' ]-PLY, (8) Ibd 2-PLY 40P: (10) 10d x I IR', NO Ibd OPTION HETA-]0 1810 HTA 30 1615 (9) 10d x I I/2' I -PLY (8116d 2-PLY' 45P: li@l I@d x I IR', NO Ibd OPTION. � � (2J HETA-20 ]@35 (2J HtA-R@ 3110 (101 I@d x l l/Z' I-PLT 48P: (10) 10d x l IQ' ]5p0 (I2I Ibd 3-PLY (46P: NO 16d OPTGNd Z O LGT-2 ]I5@ LUST-2 1915 (V - I/4' x 2 I/4' TITEN, 2 PLY NBP: ELK l5) I/4' US, WOOD (Ib) 10d N DETAL-]@ 24B@ NO U6P CONVERSION FOR SIMPSON DETAL-20 (18) - 10a x I IR, I PLY MGT 3965 MUGT 40@0 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBEDJ, (2211@d 10 ILIDOD lUSP: (28J 10d TO WOOD) HGT-2 ♦ 10980 H4GT-1 93b5 !]) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. I]' EMBEDJ, (I6) I@d TO WOOD NSP: WOOD (8J 10di HGt-3 + 1053@ HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEDi, (I6) 10d TO WOOD (USP: WOOD (8) 10di LG13-6D62.5 3285 LI1CsT-3 5330 (13J 9D5 V4"xZ I/2' TO GIRDER (4) 3/8' x 5' TITEN HD t0 WALL NBP: GONG (4) 3/8' k 5' WEDGE BOLT, WOOD (IZ) W036) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1565 (10) 10d x 1-IR' NSP: (10) 10d x I I/2' vGT 4940 NO USP CONVERSION FOR SIMPSON vGT (IJ 5/e' A.T.R IN NIGH STRENGTH EPDXY (MIN. 13' EMBED), (16)-SOS 1/4'X3' TO WOOD (2J VGT 1185 NO USP CONVERSION FOR 51MP50N (2J VGi) (2) 5/B' A.T.R IN HIGH STRENGTH EPDXY (MIN: i3' EMBEDJ, (32J-BOB I/4'k3' / 2 PLY MT8-13 1000 1595 (14J I@d x 11l2' (USP: (14) 10d x I Irz", (I4) 10gJ HTB-I6 1150 1660 (I6)I@dxII/2"(U6P:(I6)10dxII/2',(I6)10d)HT9-]® 1450 2@45 (24> I@dxI IR(USP: (24J 10d x I Id', (20l I@dJ Hi9-34 1450 [H77W* 2@45 (Z4) 10dI Irz' (U6P: fZ41 I@d x 1 I/2°,(Z@>10dJ LBTA-I2925 9T0 (IID)10dUBPI (I@) ImdLSTA-IB1295 13b0 (14) 10tl USP: ll4) I@d MST4-IB ++ 1315 1315 (14J 10d USP: (14) I@d !n MSTA-24 .. 164@ MSTA-24 I150 110) 10d U6P: IIBJ I0d '1 MSTA-3@ «. 205@ MSTA-30 2140 (22J Imd U6P: (33I 10d � H MSTA-36 ]@50 MSTA-36 2525 (26110d L'BP: (36110d M9TI-36 3800 KBTI 236 309@ (36) 10tl x I IR' USP: (961 I@d x I IR' � MSTI-46 9065 KT01 248 4259 <48) 10d x I IR' U6P; (48) I@d x I I/2' H6 95@ LFTA b 1595 <8) Bd TO PLATES, (8) Bd TO STUDS (USP: (I6) 8d x I Irz', 11618tl> SPA; B85 6PT 4 945 (6) 10d x I I/2' TO STUDS USE (6) 10d x I IR" TO STUDS A34 395 MP 34 al0 (4l Bd x I I/1' TO BEAM, (4J ed x 1 Iq' TO POST. USP: (4J 8a x I I/2' t0 BEAM, (41 Bd x I IR' TO POST. ' HOP] 645 HHCP 3 1010 d x I I/2' USP: (I@) I@d z I i/2' TO TRUSS, (10) 10d X I IR' TO PLATE H@A 340 RT 6A 2B@ d x /2' 46P: (9J 0d x R' TO tR4B5, (8J 0d k V2" TO PLATE VGt � HDU4 4565 PND 4A 4539 r12 I/4'x3t0 WOOD, (I@J-5D6I/4'x2 IR' W/ THREADED ROD, (D NUTS/WA6HER/2 PLT 5/8' 4TR MIN. l' EMBED 6ET IN HIGH bTRENGTH EPDXY, (10) LLbW WOOD bGREWfi vGT �HDIB4940 TDk f0 6110I/4"x3TO WOOD, f3>-3/4° STUD BOLTS W/ THREADED ROD, <D NUTS/WA5HER2PLY/8' ATR MIN. l` EMBED SET IN NIGH STRENGTH EPDXY (4) l/B" iHRU-BOLT6 4BU 44 ]]0@ 6665 PAU 44 3935 bll9 (IJ 5/B A1.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12) 16d TO WOOD U6P: SAME A9 61MPBON ABII 66 Z3@@ 13000 PAU bb 2535 13815 (IJ 5/B' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG, (11JI6d TO WOOD 48P: SAME A5 61MPBON N LTTI9 ++ I34@ LTb 19 1206 (U 3/4' Ad.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONG.. (b)10d TO WOOD U6P: SAME AS SIMPSON � O _ U LTT20B +++ 15@0 LT6 Z0B 1195 Yu I/3' A.T.R IN HIGH STRENGTH EPDXY, (MIN_ T' EMBED J IN GONG, (I@JI@d t0 WOOD USE: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, 11@J I@d, (I@) I@d x I I/1', 2-IR' HTT4 4455 HTT45 4465 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBEp,) IN GONG„ (I8J 9DR0 X I Irz' NBP: CO) Ibd X ]-Id'1 USP HAB MORE NAIL OPTION6: (20J I@o, (20110d x (2mJ Ibd x 2 IR' Q HTT5 5090 HTT45 5430 (IT 5/B' A.t.R IN HIGH STRENGTH EPDXY (MIN, T EMBED;) IN GONG., f26) Ibd X 2 IR' (USP: (]0) Ibd X 1-112') USE HA6 MORE NAIL OPTION6: (]6J I@d, (38) 10d x I -IC', (20) Iba x 2 IR' HHDDII-BDS 25♦ 11,810 UPHD II 12090 (U I' A.TA IN HIGH STRENGTH EPOxT, MIN. 10" EMBED.) IN CONC, (]aJ BD9 Y«' x 2'$' WOOD SCREWS (ubP: (]4) W93 WOpp SCREWS) HDl6 6645 TDX 10 6Gm AE3. IN HIGH STRENGTH EPDXY, (MIN. T EMBED IIN GONG, (3J 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS) � MBHA 356/1135 3415 5330 NFM35XI34 3165 1130 61MP60N: (IJ 3/a' A,?R IN HIGH STRENGTHEPOkY, (MIN. bT5" EHB'cDMENT) IN CML. TOP, (113/4' AT.R IN HIGH STRENGTH EPDXY MIN. b.15' EMBEDMENT) IN cM11 FACE, 118)10d TO BEAM uSP: (U IR' J-BOLT W/ MINIMUM b: EMBED: fNOT LESS THAN 4' FROM EDGE OF GGNO W/ 3/4' DIA ITW RAM9ETrt2EDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea. Al MIN. 5' EMBED DEPTH INSTALLED IN THE FADE. 4 � W (� Z Q = HUSC412 (WOOD) 3635 2669 (FLR) --- 32b6 (ROOF) FW64131F 3060 2530 (FLR) (I@J Ibd iD HEADER (I@> 16q TO WOOD U6P: SAME A6 bIMP9CN 3225 lRDDFi HU0410 (CMN) 1810 5085 HD410 IF 19@5 3115 (IBl I/4' z 2-3/4" TITEN/9 PER FLANGE) TO DMq fl@) I@d TO WOOD: NBP: (18) I/4' x 3' W63 8C�W5, (10110d TO WOOD. HUc21@-2 (GMW IBID 50B5 HDZI@-21F 19@5 3115 (IW 1l4' z Z-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: NeP: (IB) V4' x 3' W83 BCREW6, (10J 10d TO WOOD H4C21@-3 fCMW 181@ a@@@ FD210-3F 905 9115 (16J 1l4' x 3-3/4' TITEN (9 PER FLAWE) TO CMU, !10) 10d TO WOOD: N6P: (10) I/4' x 3' LL58 bCREWO, (101 0tl TO WOOD LGUM26-2-SOS 143@ 5595 No USP GONVER810N FOR SIMPSmN LGLM]b-2-5e4 (4) 3/8' x 4' TITEN HD ANCHORS (Z PER FLANGEI t0 CMU, (411/4' X 2 I/2' SD9 6CREWb TO WOOD HIGH STRENGTH EPDXY SIMPSON 'BET EPDXY -TIE'. CONTACT THE ARGHiTEc"/ENGWEER GF REGORR FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP -CIA ADHESIVE ANCHORING- SYSTEMS. + WHERE ANCHOR EMBEDMENT I6 GREATER THAN i' DEEP, THE VERTICAL DELL IN GM1I. WALL MUST 13E FILLED bOLID w/ GROUT, COMMON NAILS CAN BE BUB6TItUTED lUI1H I@d x i i/2° NAILS 'N GONJUNGPON WITH A 23% REpU�TIGN IN THE ALLOWABLE LOAD. WRI-TEN APPROVAL FROM THE ARCI-'ITEGt 16 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. ;III (n .« MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5, MIN;MUM EMBEDMENT hTO THE FOUNDATION WILL BE l' W H AT.R = A-3@l ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIE6J OBEGGUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND GONDITiONb THAT MAY AFFECT GONNEGTORb, THE CONTRACTORMI BE RESPONSIBLE FOR M.NCING SURE THAT THE PROPER CCRROS:ON PROTECTION 6 USED. GHEN 4b:NG STAINLESS S?EEL CONNECTORS, USE STAINLESS STEE_ FASTENERS. WHEN ❑SING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GAL ✓ANZED PER ABTM-AI53 USE OF EXPGNSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MOST HAVE WRITTdW APPROVAL FROM THE ARGb'TEGT'ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "LLbOD CONSTRUCTION CONNECTORS G3013" , 'HIGH WIND -RESISTANT CONSTRICTION G-HWD9, AND ANCHORING, e FASTEN NC SYSTEMS FOR CONCRETE d MGSONRY GATAL0.'+ C-BGS-2012. DIAGONALS FOR 50TTOM CHORD DIAGONAL& FOR BOTTOM CHORD BRACING -5 20'-011 O.C- MAX (TYP.) BRACING 20'-0" O.C. MAX (TYP.) II — — _ —II II J2 II II I I I I J2 7 J4 u u u n u u = J4 (2)I-ETA-20 CSCz Sio ��Q (2) HETA-20 G2 s0� C`�d -c'i -�i LIN IT `ti _ II J2 = u n _ u V16 n It _ n d) a II J2 II II —'fir — — — J4 II III I� Q II II II II II II III 11 IfIIIf = J4 II III II II II II u L =y =V12 �JL_ T. _ iH tt II J6 J6 III II 11 If = V8 �� _ Ln-----I�r{II p II,, III @ II II II is =__= v4 III J8====�11 I� I I� I� III I I II II II� III I II II I J$ to I� I� I I II II II II II III III II II _ _ _ _ JS J$ — = II II II II II II _� _ = Sip II BTM. CHORD II u n n u m m II BRACING 12 O.G. MAX, II II II II �� _ ___ II If II II - II II JS = _ _ _ �1 11 ° 6ECU�D W/ (2)10d II Q 1 1 I _ _ _ _ Ir COMMON NAILS g J$ — _ — _ it n I II EACHCH I I II I 1 I n — _ - INTERSECTION (TYP.) 11 11 1 11 II J8 �Ii_J_ II 11 - II , - - - - - - JS JS — - - if -i ,r —I u = _ = JS 11 111 II II I II III IIr II II II I II III J8==—=�11 I II IIi II II II II II II II I �Ij' J$ II II II II II III= J8 II I II I I I I II 11 I II II III J8 u u n u RI�CsE u u u JS 1==== HEADERSPAN CHART 11 II II II I 11 II III=-== J8 J8 - IIII C�41=ADER SIZ>=S PER CHART,U.N.O.) - II ° III EXTERIOR MASONRY JS C•2 SYP) x 12 WALL BLS. HEIGHTS — — — II u u u u 11 n n u u u I II II II II I� _ _ _ = JS 1,16' OSB JS (TYP.) 8'-8' 13%. - 11 11 _ --T = _ JS JS I II I I I II II I II II II II IIII ATTIC NAIL C3) 12d ® V-8' O.C. ---_ II III II II II I II II II II II II I I Il GC_-E _— TI 2x12 BM./HDR. J8 - II u n u n 11 lu JS REVIEWED FOR U ENTRY LOAD BRCS. WALL w n _ �I I II II 1 II II II II II JS == pl II 11 JII� I I II 11�==== J$ co®pE�cIE CC 7!y>�y III II III II �I ii II II 1L II 11 = _ _ ST. YL Id �1u`C1 0% III JS NON-BRCs. WALL JS _ _ _ _ �II II 11 J$=== II I� II 11 li II II iA II II II II I��ti I I=---- J$ III IQ 4-�,� J6 II III II Q_ 11 �� �1 I u u u 11 b a =__ J4 II I11 II II p I /00011 II II 11 III J6 FILE u I� u u u� a 11 /11 11 11 1 II tl u = n u = J2 ��Q S�� u n u u u ul J4 FRAMING NOTES: °— ° —° II 11 11 I I I/ I II 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE it it - it fit,J1— — u J2 OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: U ' ' 'l� � "t N � • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 V" G� • 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 (2) HETA-20 (2) HETA-20 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 SCALE: 1/4 = P-0' ELEVATION CONNECTOR SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x b UP 70 5'-4' DBL 2 x $ 5'-4' TO �'-(d' DI 2 x 10 �'-0' TO 10'-0' DI 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOU1N STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-fD' DEL 2 x 8 5'-0' 70 6'-4' DBL 2 x 10 6'-4' TO $'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO g_m UN.O. I/2' �'-II 1P2' AND UP NUMBER OF HEADER STUDS BUPPORTINGs END OF 4-{FADER I 2 3 NUMBER OF FULL LENCsTI-{ STUDS I 2 AT EACH END OF HEADER 3 A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIIII'� Lvomom�vvv� SVBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833- Ol PROJECT#: R5025.047/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA D TE: 7/2/19 GALE: 1/ 4"=1' - 0" SHEET or ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 110V DUPLEX ® RECEPTACLE 1 FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GRakV FAULT MTEIJJF TER (TAMPER RESISTANT CsFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT �LJ/CWF s�l RECEPTACLE INTERIN'TER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR -0�-6 LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE BATT. BACK-UP W/ HARDWIRE SD DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W1 HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MAWED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK I TELEPHONE JACK/ CAT 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 ® 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 24,898 NET TOTAL HEAT 10,450 TOTAL LOADI 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE ELECTRICAL SCALE: 1/4 = 1'-0' II a ELEVATION 'A' TRANSFORMER BAWL. &MVA VOLTAGE, 1820/13200-240/480V SERVICE: SINGLE PHASE TYPE, UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDES (120/240 VOLTS) MAXIMUM FAULT CURRENT, IWW amps POWER COMPANY TRANSFCPoNER SERVICE BY OTHERS GRADE LINE f3)•2/0 THFIN/THWN COPPER CONDUCTORS, (1) • & THHWHWN COPPER GROUND IN 2" CONDUIT. NEMA 3R COMBO DISCONNECT M AND METER CAN 200 AMP. PHONE / 200 AMP ELECTRICAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POIIIER CO. _ - ' - COACH - �, _ _ _ _ _ �.. - COACH LIGHT LIGHT 200 AMP 120/240 VOLT 42 CIRCUITS MLO I=•>"+ INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THLLN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV IIE ATHER PROOF BOX REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H IT EC T S Design Grou L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III"IIII� vomo0omov� SUHDIV. 8e OAKLANDLOT: LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCH777 STATE OF FLORIDA D E: 7/2/19 CALF: 1/4"=1' — O" SHEET 7 OF 9 (I) 5 MBAR VERTICALLY W/ =NC. POURED CELL (25' MIN LAP) <0 5 MBAR VERTICALLY W/ CONC. POURED CELL (25' MIN LAP) R-4.1 INSUL. MIN. z e' CMu La w TEXTURED CEMENTIOUS COATMC• - CS26)(TYP.) cl PER (ASTM z� nJ E� w N Q z a e' CMU .p - GURB HEIGHT VARIES J ` GYP. W. H S WOOD BABE dic w K �z F , z 3 IR• CONC, la^Elt-P. W/ 6'x6' 1/2' CONC, REINP. W/ 6'x6' — WAxWIA UALF OR FIESEIV'IESH WIAxWl.4 UALF OR FIBERMESH ON ON 6-MIL POLY ETHYLENE 6-MIL POLY ETHYLENE VAPOR BARRIER ON IIELL-COMPACTED VAPOR BARRIER ON z K WELL -COMPACTED CLEAN CLEAN TERMn TREATED FILL L 4' 4' 4' TERMITE TREATED FILL a 4' 4' I V2' RECESS O (2) 5 REBAR ON C44AIRS °'` REBAR ON CHAR 1-STORY FOOTING 1-STORY FOOTING �1_ A T GARAGE W BLOCK WALL 1 WALL BEYOND ALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 VY 6k6' A UIF OR F el ON z WL4�dSA OR FE'Efd v - 649E PCI.Y VA L BE VAPORBAI72ER +4' FAL- O UELL-CCFIPALTEDCtw TEMTE TFiATED FILL ro • • '. I',. V2'GONG„ REIPF. W/ 6'x6' 31/2, CONC., REINF. W/ 6'xb'3 WIAA" U W OR FIMIRMESH CNPAVER 6-MIL POLY ETHYLENE YAPOR WIAxWL4 SIII.F OR FIBER'TESN ON FOL 6- IL POLY P POR ®AbE BARRIER ON WELL -COMPACTED TERMITE TREATED FILL RIER ON I�IELCCTIENE BARCTED CLEAN TERMITE TREATED FILL 5 MBAR ON 4' CHAIN e' 1'-0'GLEAN FOCTIW° EfEYOND4' RECESS FOR PAVERS (0 5 REBAR ON CHAIRS FOOTING "EXTEND ) 5 REBAR CN CHAIRS UNDER PAVERS GARAGE STEP-UP NON -BEARING GARAGE DOOR FOOTING PAVER RECESS SCAL : I/Z'.1-0 8 SC,&E, �'•'' m' @ ENTRY DOOR 9 A G E, IR'• -0 e VARIES 8' SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI 3, 3• OF RECESS FOR SGD. TRACK E a.. w VARIES Q FINISH FLOOR - (0 5 REBAR SET IN SIMPSON NIGH Si1�NGTH EPDXY 6' EMEED. MIN. (2) 5 REBAR I -STORY () 5 REBAR • -STORY Y A m ° OUTSIDE RE15AR i0 BE Q ° - a CONTINUOUS WIAxWL4 W).F ORInFIESER'IE6H ON �/i � ��✓/�/ . �� \�� a a ° c _ EAR POLY ETHYLENE VAPOR BARRIER ON LLELL - V A �) J CONT, ° TREATED ILL CLEAN TE10'TITE TREATED FILL 2'-I' MIN. LAP m O TYP. RETROFIT FOR 10 SHOWER RECESS FOOTER SCALE, 1'•I'-0' SLAB AT S.G.D. 11 SCALE, 1'•I'-®, A OMITTED DOWELS REBAR LAP AT FOOTING B GALE: I/t'•'_ TIE VERTICAL MBAR TO HORIZATIONAL MBAR W/ 10' HOCK REVIEWED FOR GROUTED BOND BEAM VARIES PER ELEV. CODE CoMpi_J/�NC y � a a ST. LUCIE €00 ����11�� ° _ cc Bocc CLEANMT REQUIRED Q FOR INSPECTION FILE COPY N 0'-0' FIN. FILM (0 5 PERT. DOWEL LAPPED W/ BOND BEAM ._ 71E VERTICAL MBAR TO HORIZATIONAL TO (0 5 MBAR AT CORNERS REBAR W/ 10' HOOK W/ 28' LAP MIN. {s TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS CALF: /I • '-0' F REINFORCING L , R • I -0' 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.abdesigngroup.com AA #: 0003325 umnn���mnmo.o0u � f o U ,A• C6 W E L C m SUBDIV. & LOT; OAKLAND LAKE (LOT 47) MODEL: 1833 F1833- 01 PROJECT#: R5025.047/0000 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA D E: 7/2/19 ALE: 1 /4"=1' - 0" EED SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, -ENGINEERED 6TH EDITION (2011) GABLE ROOF TRUSS 8° ❑ p0 NOT EXCEED �° ❑ p0 NOT EXCEED CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 2' DRYWALL J' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or � x4' MIN. ❑ P.T. Ix4 or i'x4' MIN. (4' ID' O.C. SHEATHING SEAMS) (SEE WINpOWiDooR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE wlNDowmooR JAMB BLocKMG Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT) 4 2x6 SUB -BAN 71FFBACK AT ALL UPRIGHTS SECURE 2nd 2x t0 STRUCTURAL DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10' HIGH MEMBER w/ (2) 12d NAILS 8' FROM J' TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING EACH END and is I8' O.C. MAX (ATTACHED TO BLOCKING P.T. Ix4 or i'x4' MIN: mm (PER ASTM CJ26) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ V x 9' 2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (U' TAPCON (MIN. EMBEDMENT 1 J-) 6IMP60N or +%4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 18' O.C. MAX USP HIGH STRENGTH EPDXY WINDOW TO BLOCK ( WALL SHEATHING (TYPE AND ATTACHMENT MIN) DRIVE PIN, 8 FROM EACH END and METHOD PER 'NAILING SCHEDULE') 6' . EMBEDMENT g 32' O.C.o.c. MAX) DOOR JAMB TO BLOCK (+%4" or +4") DOOR JAMB TO BLOCK (+3") or l SECURE GABLE TO 2x8 P.T. PLATE 18' O.C. MAX 4A SCALE: I'=r-m' 4E SCALE: I'=r-m' MIN. SHANK SIZE .145 w/ 12d NAILS 6 8' O.C. MAX MIN. HEAD SIZE .300 w B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4' TRU55 w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN LT. NOTE: NOTE: ' TEXTURED CEMENTITIOU5 or 10'-ID' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I)TAPCON C92(o) OVER CMU— (R-VALUE PER ENERGY CALCS) ❑ END and a 18' O.C. MAX DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J')8' FROM EACH 'GYPSUM BOARD OR �' HIGH STRENGTH 8' CMU BLOCK � 8' CMU BLOCK I' DRYWALL or CEILING BOARD DRYWALL or DRIVE PIN, 8' FROM EACH END and ONC. FILLED U-BLOCK w/ (1) 5 P.T. 2x BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKMG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18' O.C. MAX 1 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACK ENT (SEE WINDOW/DOOR JAMB BLOCKING a OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 SIIJCsLE STORY SCALE: 3/4 =1'-0 DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAP SIZE 3ID0 DOOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I' SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'5 SPECIFICATIONS EACH END and a IS' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) ly' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 4) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 Jd') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 4") THROUGH NON-STRUCTURAL MEMBER Ox or i' 05B) ENE) and A 18' O.C. MAX 4B scALE:1=r-m' w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or METHOD PER NAILING SCHEDULE (2) DRIVE PINS, 8 FROM EACH END and RE -ENGINEERED ROOF TRUSS 18' O.C. MAX EMBEDDED STRAP ATt OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 141 SHIM AS NEEDED 4I'i SCALE: I'=1'-0' TO PLUMB JAMB. METAL DRIP EDGE— 'GYPSUM BOARD OR �' HIGH ❑ DO NOT EXCEED ' SECURE TO w/ (2) ' TAPCONS 2x6 SUB -BAND— I STRENGTH CEILING BOARD 8 CMU BLOCK VENTED —GONG. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J4') 8' FROM EACH ALUMINUM SOFFIT (I) 5 CONTINUOUS REBAR P.T. 2x Ix4 or lx2 P.T. NAILER SHIM A5 NEEDED END and 9 IS' O.C. MAX ER PLAN; (SEE WINDOW00R JAMB BLOCKMG CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT' OSB (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), ❑ 8' FROM EACH END and (SIZE AND REINFORCEMENT DO NOT EXCEED l2J DRIVE PINS, ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW POOR CASING 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .146 PER MFR'5 SPECIFICATIONS ' DRYWALL MIN. HEAP SIZE 300 P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I it NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE RINCHEDULE F JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4. BE PRECAST OR POURED IN I (R-VALUE PER ENERGY CALCS) a SECURE 2nd 2x TO STRUCTURAL w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK MEMBER w/ l2J 12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR ' GYPSUM WALL BOARD EACH ENE) and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH TEXTURED CEMENTITIOU5 1) 5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6') PER MFR'S SPECIFICATIONS) END and 18' O.C. MAX COATING MIN. (PER A5TM - GONG. POURED CELL 15 „ NOTE: or C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED DRIVE PIN, 8' FROM EACH END and g IS' O.C. MAX 8' CM - ' P.T. FURRING STRIPS IV O.C. 4C scALE: I,. THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) MIN. SHANK SIZE .145 W/ TAPCON MIN. I J4' EMBEDMENT INTO BLOCK REVIEWED FOR MIN. HEAD SIZE 300 OD BASE CODE COM LIANW, EMBEDMENT I it NOTE: WINDOW TO BLOCK (+3 %6") ST. LUCIE COUNTY �4 a a SHIM AS NEEDED 7 „ ROC To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /P.T. (2) 2x6:6) SECURE TO BLOCK w/ (2)' TAPCONS CONCRETE SLAB DO NOT EXCEED J�' 4G SCALE: r:r-o' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J')8' FROM EACH J°, ANp REINFORCEMENT) 8' CMU BLOCK END and 0 15' O.C. MAX XTERIOR WALL FOOTING DRYWALL or UPLIFT UP TO 1,115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WMDOUJ/DOOR JAMB BLOCKING SIMP50N HT520 w/ (IIDJ IIDd NAILS TO TRUSS 4 a 15' O.C. MAX P.T. Ix (4 WIDE MIN.) MIN. SHANK SIZE .145 2 SINGLE STORY SCALE: 3/4':1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 'X2 �' TAPCONS INTO BOND BEAM -ENGINEERED DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 5PEC5 TRUSS FILE COPY DOOR JAMB /WINDOW MIN. HEAP SIZE 30 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I ' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS:7 UPLIFT UP TO 2,350 Ib BEAM BOARD lR-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (2J SIMPSON HT52ID EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) Jq'X2 J4' TAPCONS - P.T. (2) 26: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE 70 BLOCK w/ (2) J' TAPCONS THROUGH NON-5TRUCTURAL MEMBER (1x or f(,-,' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS) (MIN. EMBEDMENT I J-) 8' FROM EACH w/' TAPCON MIN. 1' EMBEDMENT INTO BLOCK �, , END and 18 O.C. MAX - TAPCONS MIN. or OPENING 22' x 30' MIN. 1 � " 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE) and _wOOD CASING AT SIDE WINDOW TO BLOCK (+2 ) ATTIC ACCESS)DOOR1 „ 2' APART � IS' O.C. Max 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN JAMB TO BLOCK (+2 /) ANCHOR RETRO—FIT MIN. SHANK 51ZE .145 SCALE: N.TS. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP, MIN. HEAD 51ZE 300 PER R801,1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE: r=r-m' (DIRUSS SCALE: N.T.S. MIN. EMBEDMENT I j' A R C H IT E C T S Design roup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��emomoa m� 'E 10 E 0 'C L svBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833- 01 PROJECT#: R5025.047/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA IVA 7/2/19 ALE: 1/4"=1'-O" 1 9001 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %6 0.55. or V CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND Sd 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 is 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 INz' APA-RATED 0.8$. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS * 4' O.C. -9 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES m EACH EN PRE-ENGINEERED TRUSS 7(o' O.S.B. or)/2' PLYWOOD or �&' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 9 4' O.C. or RAFTS PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS 0 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM --- Q ANY MANUFACTURER Z NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 0 4' O.G. TOP a BOTTOM EDGES . N Z Ld l7 Sd RING SHANK GUN a NAILS 6 6' O.C. IN FIELD �o Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE ul SECURE TOP PLATES w/ 16d COMMON NAILS 9 4' O.C. 2-ROWS, STAGGERED a z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING Z �Lu u O (0.8$. TO BE STRUCTURAL GRADE) 4Lu 8d RING SHANK GUN NAILS 6 12' Z W O.C. IN FIELD or 4 8d x 3' SCREW SHANK BALLISTIC NOTE: Z o Y ELECTRO GALVANIZED STRIP + DO NOT SPLICE TOP PLATES WITHIN 6'-0' az n c�� NAILS tv 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL z ; SHEAR WALLS. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF + THIS DETAIL APPLIES AT ALL EXTERIOR x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G SUS -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (0.5.5, TO BE STRUCTURAL GRADE) 3 scaLE: 3/a'=r-o' RE -ENGINEERED GABLE TRUSS NOTE: 2x4 BLOCKING BETWEEN " DIAGONAL BRACE a CENTER OF TRUSS SPAN or TRUSSES A7 FIRST (2) BAYS HIGHEST RIDGE. (4'-0' O.C. -9 SHEATHING SEAMS) REVIEWED FOR + DIAGONAL BRACE TO BE Q ANY SPAN 15'-0' OR 2) 2x4 SYP "2 DIAGONAL BRACE w/ (3)12d CODE COMPLIANCE GREATER (REFER TO TRUSS ENGINEERING FOR NAILS EACH TRUSS (BLOCKING AS ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) NECESSARY) (DIAGONAL X-BRACING TO ST. LUCIE COUNTY + 0'-0' - 30'-0' USE (U X-BRACE COVER 5-TRUSSES BOCC + 30'-1' - 60'-0' USE (3) X-BRACE ++ (1) X-BRACE e 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 FILE COPY WEEP SCREE SHOWN w/ CMU (FRAME CONDITION 7B SAME X-BRACING REQUIREMENTS) A2 _ ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRU55 w/ (2)12d NAILS INSTALLED tv MID -POINT OF TRUSS SPAN 1 _ SCALE: 3/a'=I'_m' or 10'-0' O.C. MAX A R C H I T E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX:407-774-4075 www.abdeslgngroup.com AA #: 0003325 �'lllllll" L 0m000�000J sUBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA <' 7/2/19 I 14bAllE: 1/4"=1'-0" I SHEET D3 VTCR of (U 6 EA P' O.C. M� TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' N1 [=L= 0 SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 �--SECURE 2x6 MIN. TO BLOCK w/ (2)V x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 6IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) —SECURE 2x6 MIN. TO BLOCK w/ (3)y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4 -P-O' u ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE B SECTION ROOM SCALE: N.T.S. 1- -P RE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS m 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS e 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) n' a INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' RE -ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD %8 TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 %' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. NCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) - a REVIEWED FOR NOTE: RLIANCE STUD GAUGE IS HEIGHT 5PECI�C64aC COUNTY w/ MANUFACTURER ON STUD HEIGHT LIMA #C INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' (1) REBAR VERTICALLY IN CONC, POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK FILE COPY WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL wl (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd eslgngrou p.com AA #: 0003325 �"'lllll'I SUHDIV. 8e LOT: OAKLAND LAKE (LOT 47) 3MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA 7/2/19 I yVbALE: 1/4"=1'—O" 1 3 COAT CEMENT NOTE: NOTE: a" THICK, SIDE LAPS OF METAL PLASTER BASES PREFORMED PLASTER SMALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A CONTROL JOINT WRB LAYER #2, FORTIF15ER BUILDING MEMBER&. THEY SHALL BE TIED BETWEEN MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 4 LIED _--_� PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE 6" o HORIZONTAL LAPS. FLANGE OF CONTROL JOINTS TO BE WIRE TO LATH 9" O.C. MAX N TIED APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9" NOTE: DO NOT FASTEN CONTROL JOINT TO �-i" (VERY.) O.C. MAX AT SUPPORTS (229-MM). AS PER ASYM C1063 1.8.1. LATH VERTICAL WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: WRB LAYER #I, 5TUCCOWRAP FOR REPAIR OF TEARS IN WRB LAYERS, LAP TO BE 1" STAPLES W/ %s" LEG MAY BE USED TO TEMP. (OR APPROVED EQUAL) N. LAP a METAL LATH SECURE CONTROL JOINT DURING INSTALLATION YEARS MAY BE PATCHED PEEL STICK TEMPORARY STAPLES TO BE REMOVED AFTER x x— x x 8" THICK, 3 COAT CEMENT INSTALLATION "' x x x WOOD SHEATHING METAL LATH METALLATH FASTENERS TO BE SPACED GA To }' TAPE WRB LAYER GAP MI". PROTECTED FLASH TAPE 7./# WRB LAYER #2, FORTIP15ER 6' IN 8' 6' IN 8' a I" O.C. MAX VERTICALLY MIN. MIN. 1, STUCCO R P BUILDING PAPER (OR BEHIND CONTROL JOINT b' MIN PAPER LAP BELOW ONL7 (OR APPROVED WRB #1 TAPED TO APPROVED EQUAL) LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WRB EQUAL) DIRECTLY CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO 8" FROM CONTROL *2 OVER TOP, WRB TO SHEATHING TAPE WRB LAYER #1, TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS #2 TO BE LAPPED WRB LAYER #2 STUCCOWRAP (OR APPROVED EQUAL) ON STRUCTURAL STUD WOOD STUDS VERTICALLY 6" MIN. FORTIF15ER BUILDING fT NOTE: STUCCO OVER PAPER (OR LAP'4'OVER DIRECTLY TO SHEATHING ALL LAP I. FASTENERS FOR LATH TO BE NAILS OR SHEATH INGa METAL LATH. METAL APPROVED EQUAL) STAPLES IN COMPLIANCE W/ ASTM C1063 LATH TO HAVE I" VERTICAL LATH a VERTICAL LAP MIN. & PAPER DETAIL 2. WIRE TIES TO BE (NO. 18) 0,0415" WIRE ' WOOD SHEATHING TYPE "M" CONTROL JOINT qQ 3. BLOCKING SHOWN MAY BE IN ADDITION TO 1 SC4E:MTA xm WALL STUDS REQUIRED PER PLAN NOTE- APPLY SEALANT AT 'M" CONTROL HORIZONTAL LATH PAPER LAP JOINT END TO END CONDITIONS2 CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX, 6" LONGER THAN THE FORM FLASH I t0 THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION 1" OR LESS PIPE PENETRATION WOOD SHEATHING ' +' STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) r� THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM+ ,� ADHESIVE FLASH 1 AND APPLY IT TO THE MINIMUM LAP (PER MANUF. SPECS) `` °� LEGEND rz (LENGTH WISE WITH ` TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED — ` , DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH 1 SAME MANNER, MAKING SURE �=`' (WRB LAYER 01, WITH THE CENTER OF THE PIPE. ADHERE STEP 1 STEP 2 THE OVERLAP AREAS ARE SMARTER SCRIP (PER MANUF. SPECS) 5TUCCOWRAP OR FORM FLASH 1 TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE j APPROVE[) EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUF. SPECS) REVIEWED FOR WRB LAYERGPDE COMPLIANCE TAPE WRB LAYER #1, " " 5 XlCONTINUOUS GALV. METAL z (FORTIFIBAT' L""E rep 'IUTv PER FBC R1031.1 5TUCCOWRAP (OR APPROVED z STEP FLASHING (NAIL TO ROOF z BUILDING PAPER OR BOCC EQUAL) DIRECTLY TO SHEATHING ;� DECK, NOT WALL SHEATHING) 4) APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WRB LAYER 02, FORTIFIBER EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR o CAP SHINGLE - DO NOT NAIL METAL LATH X X X X SHALL COMPLY WITH THE APPLICATION X APPROVED EQUAL) REQUIREMENTS OF ASTM C 926-12A. ADHERED SHINGLES TRIMMED STUCCO $] x METAL LATH TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND X PROTECTO FORM FLASH 1 WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C 1063-12A X CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY SELF-ADHESIVE FILE COPY x. X TO SHEATHING FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) X DIRECTLY TO 055 AROUND METAL LATH: LATH TO BE PER AS REQUIRED TO SECURE PENETRATION SIDING STUCCO FBC R103.1.1 / ASTM C-841-09, PIPE/ WIRE TO FRAMING x X ELAStOMERIC COATING MIN. 2.5 LBS, PER SQ. YARD x (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES 3 PI�PEs PENETRATION DETAIL x OVER STUCCO/ C.V. FINISH „ „ NOT MEET SPECIFICATIONS) L FLASHING (SEE TYP WALL SECTION) SECTION 4 scALe: Kra. WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Group« LUNLiWUUU, hL31/bU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��emoomoaao� SUBDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833— 01 PROJECT#: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA D : 7/2/19 S ALE:1/4"=1'—O" SHEET WAI SUBDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833— 01 PROJECT#: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA D : 7/2/19 S ALE:1/4"=1'—O" SHEET WAI A R C H IT E C T S $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3% EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAPOVER NAILING FLANGE, STOP WRB APPROX. I Y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER IA WRAP KICKOUT DETAIL 5 SCALE: Nib. "^~ " *^ ECEIVE 1 COAT OF 5HER-CRETE ;ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 4 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SC:ALE: SEALANT ON TOP 4 511DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) / 'FLA5H OPENING WITH PROTECTO FORM FLASH SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAl "PIPE PENETRATION DETAIL" APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEIGE HOODED VENT ATTACHED PER MANUF. 5PECIFIGATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, y4" SEALANT a JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPEF &YER VENT (FRAME) OVER 'QUICK FLASH' 6A9R__-4]LF_: NTs. PIPE THROUGH WALL BUILDING PAPEF UNDER "QUICK FLASH" VENT PENETRATION A SCALE: N.TA WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD WRB LAYER #I, BUILDING PAPER (OR CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER #2, WOOD7/8" TEXTURED FINISH a WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR (5" CMU I MEMBER a 1" O.C. MAX APPROVED EQUAL) =M %g" TO %' MID -WALL 8" THICK, 3 COAT CEMENT __ ®. - WEEP SCREED WOOD FRAMED PLASTER - 6" WIDE STRIP SELF WALL %$" TO 1/5" MID -WALL ADHERING FLASHING, CLEAN VWEEP SCREED MA50NRY BEFORE APPLYING V 5ELF-ADHERING FLASHING TEXTURED FIN15H a MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (FRAME TO FRAME) � (FRAME TO BLOCK) l/ H Ar ni c. u T A! D SCALE: N.T.B. NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I 5ELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a ALL 51DE5 DRYER VENT BLOCK U D SCALE: N.7b. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-84i-091 MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH III EXTERIOR ELECTRICAL RECEPTACLE STEP 5 SCALE: N.T.S. MUIECCNST) 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 �III""III' o�oamvv IE 8 E 'r SUBDIV. 8e LOT: OAKLAND LAKE (LOT 47) MO DEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHMECT: STATE OF FLORIDA DT 7/2/19 S ALE:1/4"=1'-O" UV A2 WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ V WRB LAYER #1, STUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER #I, PLASTER 5TUCCOWRAP (OR AM6(o-WFWC-180 CUSTOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 6" SELF-ADHEREING FLASHING 5TUCCOWRAP WRAPPED 6 CORNER OF CANTILEVER (OR APPROVED EQUAL) AMICO AM6G-WFWC-180 x AMICO AM66-WFWC-150 CUSTOM CUSTOM CASING BEAD CASING BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP CASING BEAD DETAIL @CANT. FINISH LAYER (2 LAYER PEEL 8 STICK) 6" PEEL 4 STICK 6 DRIP EDGE TO DECK 1 %'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL d STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I %"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD mCOMPONENT5 PULLED I APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO, a d d WOOD SHEATHING�T SELF-ADHESIVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/0" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD X 3" 2(o GA. GALV. METAL DRIP )GE SET IN FULL BED OF 5EALANT, y" �. SPACE FROM DRIP FACE TO TREX GAP FOR BACKER ROD 4 SEALANT 4YL (OR APPROVED EQUAL) CA51NG BEAD ATHER RE515TIVE BARRIER #1 ATHER RE515TIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE �3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y2' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 A 'G DALEIRP EDGE INSTALLATION 1N.rs. y" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL 8 STICK) PEEL 8 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 1 y"X1 y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 8 DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ONY DRIP EDGE INSTALLATION s•*COMPONENT5 PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o 7" O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME 12AE: NTB. CORNER BEAD (FASTENER 8 SPACING 6 i" O.CJ CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UN I T CORNER BEAD @ BLOCK 1(.r11'CALE: N.T.'. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 12" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING REVIEWED FOR (0" SELF ADHERING 4 FLASHING CODE COMPLIANCE I )'12"x3" "L" FLASHING FULLY ST. LUCIE COUNT' EMBEDDED IN ROOF CEMENT BOCC Y" X 3" 26 GA. GALV. METAL DRIP EDGE 114 SET IN FULL BED OF SEALANT, I/2" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 FIDE Copy 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S Design ro u JTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 4: 0003325 �IIII'lllll E 8 v� E r C co SUBDIV. 7NDLOT OAKLALAK (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA : 7/2/19 s ALE:1/4"-1'-0" VV A3 WOOD SHEATHING- WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE ---\7T WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6' SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (FRAME, NO BAND) 1 J[1 SCALE: N.T.S. i�I�WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8' THICK, 3 COAT VELU FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYONI WOOD SHEATHIN WEATHER RESISTIVE BARRIER' WEATHER RESISTIVE BARRIER' 1/6" X -I Y4' LAP SIDING W/6' REVE4 6' SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLASHIN STUCCO CASING BEA SIDING TO STUCCO @ BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 %j' X l Y4" LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING— GALV'D METAL 'Z' FLASHING — E-Z BEAD VINYL - (OR APPROVED EQUAL) CA -SING (W/%a" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %$' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 — WEATHER RESISTIVE BARRIER #2— WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTH=IBER BUILDING PAPER WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP METAL LATH x 7T(OR APPROVED EQUAL) �WRB LAYER #2 FORTIF15ER a THICK, 3 COAT CEMENT � , PLASTER 1 BUILDING PAPER T. VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH 6"SELF-ADHERING FLASHING "' (EXPLODED 8" THICK, 3 COAT VIEW FOR CEMENT PLASTER DRIP CAP CLARITY) WINDOW FLANGE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g° THICK, 3 COAT CEMENT PLASTER 6'6ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 1 JD scA1.E: N.rs. 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6' SELF -ADHERING FLASHING GALV'D METAL 'Z" FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER' TO LAP 6' MIN. ABOVE TOP OF 'Z" FLASHING WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER 12 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 01 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING 6' SELF -ADHERING FLASHING f WEATHER RESISTIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO Imo@ FRAME TO FRAME TRANSITIO] T rruNTn DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a a: WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP a' GAP TYP ASING BEAD TO WINDOW $" THICK, 3 COAT CEMENT Ya GAP TYP PLASTER CASING BEAD METAL LATH IX TRIM MEMBER 6 STUCCO TO TRIM TO SIDING TRANSITION WIRE, LAYER 02, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 °(ALE: N.TB. (C M45ECTION) WOOD SHEATHING METAL LATH WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) s' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD g" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WIN( WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 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 WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) ' WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH I 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIELJ FOR CLARITY) CASINGAND (FRAME) ISED 15 SC ALE: NTS.B ;; EZ BEAD WINDOW CASING 1 ! SCALE: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT'! $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER / BUILDING PAPER (OR APPROVED EQUAL) — E-Z BEAD VINYL (OR APPROVED EQUAL) CASING \ (W/%8' FLEXIBLE PVC BACKER ROD INCLUDED) y/ WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL), i WRAPPED AROUND FRAMING MEMBER / (o' SELF ADHERING FLASHING _ WOOD SHEATHING DETAIL EXPLODED FOR FILE COPY CLARITY A R C H I T E C T S Design G ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA IN: 0003325 r 0000��000� oE t� N E O r L SUHDIV. & LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT*: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA U:. D : 7/2/19 ALE: 1/4"'_f-O" V V AA CUT HOUSEWRAP AT 4S° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u scaLE: xrs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT A WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PROTECTO WRAP LWM200 OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR TEMPORARILY C^' ^ "' SECURE HOU° "P UNDE' FOLD IN AT J, SLOPE INSTALL b" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING 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 %xvup�fj NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 8 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE - SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (V 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 3ks" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-5" VERT. END DAMS REQ'D. AT EACH END OF SILL 01rir f MIN. TEXTURED EMENTITIOUS COATING IVER BLOCK aSEWRAP DOWN 8 DIAGONAL CUT 4 DEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 01 r,r u 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 INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT (0" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP 5T-20XL %PPROVED EQUAL) MIN. TEXTURED EMENTITIOUS COATING ,VER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS s") (MIN. THICKNESS") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 e7 SCALE: N� to STEP 5 1.111J1 u BODE COMPLIANCE ST. LUCIE COUNTY BOCC 3" MIN. TEXTURED �EMENTITIOUS COATING �VERFRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA 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 M 0003325 �I"IIIII" L om0o0�mom� E s E 0 svBDIV. Be LOT: OAKLAND LAKE (LOT 47) MODEL: 1833 F1833-01 PROJECT#: R5025.047/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA D : 7/2/19 ALE: 1 /4"=1' — 0" SHE�E��T� UV A5 ROOF PLAN ELEVATION "D" SCALE: 3/o = 1 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,_gn ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED I pimpson) or (USD) I (3) HUS26 (Z) HUS26 © HGUS26-2 0 THDH26-2 EE) HGUS26-3 EO THDH26-3 0 (D) RT16A (D CONNECTION BY BUILDER REVIIEWED F,,-,4 0r-',COMMI,ITC`; ST" L UCIE (����ril otC'`_ SV'W00 5��/ 8" BRG. .W1 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 TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. FILEAll valleys calculated with sheathing under. Copy 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 ;; EMIEWED ❑ REVIEWED AS NOTED 0 REVISE&RESUBMIT ❑ REJECTED; i:ESUbMIf 0 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformancewith design Intent and pRural compliance with the Contract Documents oniF Notations Oo Not Authorize Changes to Cuntract Sun, hvi*WS, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents The Contractor is responsible for confirming and correlating a;i quantities, dimensions, tolerances, clearances, faoIL,110, processes, techniques and sequences of consl,uc;,o, compatibility of materials and materials coordination at the work with other trades and subcontractors perfornlance work in a safe and satisfactory manner and for fIII compliance with the Contract Documents. � A. B. DE'' aN 6R( a 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 Drocedure. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO STD( PROFESSIONAL ADMCE REGARDING ERECTION BRACING WACH IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE "SCSI—BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING t BRACING METAL PLATE CONNECTED WOOD 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: 1HEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E.i TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity ;160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 R. Brim M Reality Struct En9 170051 25M N. IONGS NOWAY Fr. PIERCE FL 34951 (7721 4e4-4I60 SOUTHERN 'TRUSS (772) 464-4160 COMPANIES, INC. 2590 N. Kings Highway Fort Pierce, FL 34951 CUSTOMER: Plan — 1833 Elev. D.A 1'-0" 12/01 /2019 1 dhc P 91 I]