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HomeMy WebLinkAboutPLANS(?O®t�j�i�c�5ds INDEX OF DRAWINGS SHEET NO. DESCRIPTION ° CS COVER SHEET ( GN GENERAL NOTES l 3 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXX0 Q — Q 0 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN — ROOF FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS HoffmilLgi ya n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN .Frost line I DESIGN '��UNDERLAYMENT h FREEZING ANNUAL -- LOAD (mph) effects" CATEGORY` Weathering depth' (Termite` TEMP` , REQUIRED" HAZARDS INDEX TEMP' N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.3S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP F3 •CONSTRUCTION TYPE — VB 16T FLR. LIVING 1033 SQ. FT. • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH TOTAL LIVING 1833 SQ. FT. — VASD = 124 MPH ENTRY 22 SQ. FT, RISK CATEGORY II LANAI 200 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C GARAGE 411 SQ. FT, el —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE `DES TOTAL 2466 SQ. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15,941 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH W/ LANAI (ELEVATION A) 50'-0" 56'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR SCANNED CLARIFICATION. Ry AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN IFORMS IN A TIMELY MANNER. AB DESIGN St Lucie Co ft GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro up.com AA #: 0003325 �II"IIII'I ��0oo0■omJ E 0 C6 O E O L �C SUBDIV. 8e LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA APR 15 Ell DA A: 4/15/19 SHEET c s OF 0 CO ,oy MAY Id 1 4' a County, Permitting L GENERAL NOTES 3. 4. 5. 6. 7 8. 9. 10. 13, 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS /PSF) A.1. SLEEPING ROOMS 30 Al ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSP7 B.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C.I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, BTH EDITION (2017). D. ROOF DEAD LOAD (PSF) D.1. FIBERGLASS SHINGLES 17 D2, CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD=124MPH E.2. EXPOSURE CATEGORY C El WIND DIRECTIONALITY FACTOR (KD) 0185 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESIWNSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONTRUCTKXJ ANDIOR 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 ARCHITECTIENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (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 R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 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 (201T). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (201T). GARAGES AND CARPORTS 2. 3. 4. t, 2. 3. 4. 8. 9, 10. 11. 12. 13. 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 INTOA 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 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302-5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 3(r4NCH GYPSUM BOARD OR EQUIVALENT. 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 DRAWINGSFOR 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 TESTNG 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 MA 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 Y, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN W LAYERS AND COMPACT TO95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE PI ISEED FLOOR SLASWITH THE SO4EDAND 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 EN(NEERED 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 R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BEY:. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8, CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI530/ 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 8 IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH 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 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST26'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.A. #11 AND SMALLER. y4' D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1% T 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. TIIIGGD 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: 8.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb=1,100PSI Fv=175PSI E=1,400,000PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 7116" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 112" COX PLYWOOD OR 15132" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2K STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDERS RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI7TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L360. 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 (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" -WIN DSPEED/EXPOSURE 160MPH/B 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2,1, CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/: PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Xi" 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 AST"-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7,11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT MSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S 1441 N. KVKMLU KC UAN OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www. a bd es i g n gro u p. co m AA #: 0003325 �mui�m SVBDIV. & LOT: OAKLAND LOT 53 MODEL: 1833 F1833- 01 PROJECT#: R5025.053/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 1 5 D E: 4/15/19 ALE: 1/4"=1'-0" SECURE STRAP TO GONG. W/ (2) 3/Ill TAPCONS 3 1/2" THICK CONC.SLA5 WE5 ROLL IR EQUAL SECURE STRAP TO UNIT W/ (2) l 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. I-OLE ON 1/4'x&' DIA. BASE (2) 1/2l A.B. I4 BALLARD DETAIL 3' MDOR AUTO -VET } 2-1 I � 2 I + STUDOR 3' IAUTO-VENT KITCHEN SINKS r AUTO VENT �6I I 2'� i 2"�� 2 I i" 2 WASH 3" i� I vs "2' 2 4' 3' I WC " INWARD 3 CLEAN -OUT 13 4' 3 1/2' GONG. - SLA5 PLUMBING ISOMETRIC (SEWER) MODEL = RYAN HOMES o ii 20'-0" 4" PAVERS EDGE LINE PAVERS EDGE LINE � - IF L J J j 24"44"xl2" GONG. FTCs. @ o� cj W/ (3) 05 RE15AR5 EA. � WAY ON CHAIRS MIN. 3" °' COVER (3-TYP) E3 DI TYP. ■ ■ ■■ ■ ■ ■■ ■■ ■■■ ■■ ■ F r r----- 1 Tm I J i TUB/ i� i II I Dl 31'-9" (Dill ■ H o tI 3 1/2' ■ GONG., REII ORCEDD I / ) i i W/ 6'x6'-WI.4 x WIA J I ON 6-MIL POLY ETHYLENE _ VAPOR BARRIER ON TERMITE 1 CTREATED WELL -COMPACTED oilDI > ��°� FILL CLEAN VT\ I LOI-0' FIN, ELEV. FIN. CONC. SLAB � 14'-3" 5'-5" 1'-IC I/2° l 1/2"- m ■ I 9 K --- A --; I ■ 9 ' 1t I I CONDENSATE A/C �`. F`. .''i r_- LINE 1, �% I :: I jl dill II I > r, @ T---- SINK DI o am I N 11 I � QI ■ ,.yII R—�—_! ob I I I I Q I LL — n m 1 CONp �i i WH 4' 1 11 1' PVC CHASE FOR ELEC. �- `__, i ■ �aas A ------ I (n LLARD I EXTEND '6 OWER' SLAB 1 1/2' n I PAN ■ I I 2'-11" 3'-1"I c4 3'-2° 23'-6" all DII I DI -(o' RECES5 SLAB DI 1 i FOR PAVERS m DI I - I m 24'x24'xl2' C)NC. 9' -10" 12' - 4" 3'-4" 14' -& " m FTG.W/(3)05 REBARS EA WAY ■ 1'-11" 6'_g° I 30'x30'xl2'G�ONG. 1— G. ON CHAIRS MIN. I 8 FTCs. W/ IT ■ ■ ■ 3' COVER D1 KEBABS EA WAY 1 I I ON CHAIRS MIN. Dl .3 1/2l H � 3 COVER -6 1/2' — — —■ fL L■— PAVERS) ■ — — — — — — —r : . ■ ■ ■ ■ ■ ■ ■ ■ ■ !NJ VER ;r EDGE I0'-0" 2' 3" = 0 LINE 41_S"'_0" 20'-&" 8'-S" J'-0" II' -IC° 50' - 0" SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 gi mud �somoamom SVHDIV. 8e LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA APR 15 f DAl:4JE: 4/15/19 l SALE: 1/4"=1'-0" 1 SHEET Or A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I �movmmoov� E 8 E g r sUBDIV. ee LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 1/Y2C;9 TE: 4/15/19 sCALE: 1/4"=1'-0" 1 SHEET 2 OF WALL LEGEND V-V BLK, BRG- SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY j' WOOD FRAME WALL: 2x4 • • 24' O.C. OVER FOIL 24' O.G. MAXIMUM, UN.O LOTTS CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' 6/22-5-(I)U/CIA- RECESSED L-IA 5'-10' 8/I6-S-lIiU/(UL L-2 5'-10' 8/24-5-CIUKIA. L-3 11'-4' 8/28-S-(VU/CUL PRESTRESSED L-4 4'-6' 8/24-8-1IJU/lUL L-5 4'-6' 8/24-5-(IJU/llX L-6 V-4' 8/24-5-(UU/lIX L-6A 10'-6' 5A6-S-(WKIA- L-65 10'-6' 8/I6-S-CUU/CIX L-6G 10'-6' 8/I6-S-CI U/liX L-6D 10'-6' 8/I6-S-lUU/lIX L-7 1'-8' L-8 5'-10' 8/24-S-lIXJ/(UL 4^sTm4m"TtLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' SF22-15/IT RECESSED L-IA 5'-10' SFI6-I5/1T L-2 5'-10, 8F24-I15/IT L-3 11'-4' 8F28-I5/IT FnSTRESSED L-4 4'-6' 81724-15AT L-5 4'-6' SF24-15AT L-6 9'-4' 8F24-I5/IT L-6A 10'-6' 8FI6-15AT L-65 10'-6' SF16-15/IT L-6C 10146' 8FI6-I5/IT L-6D 10'-6' SFI6-I5/IT L-1 1'-6' 8F24-I5/IT L-8 5'-I0' 8F24-15/IT L-68 L-6G L-i L-IA L-3 LINTEL PLAN SCALE: 1/4 = I'-0' EELEEvATION 'A' 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 � svBDIV. ec LOT: OAKLAND LOT 53 MODEL: 1833 F1833- 01 PROJECT#: R5025.053/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AFR JA AER 12079 DA 4/15/19 s ALE'1/4"=1'-0" SHEET 3 OF � SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS GRAVITY OVERALL LINTEL LEKaTH (TYPE OF LINTEL) 8tlB •r o Sib 3E.-9 a/ vc all" , '6T1 5165. ]'-V TO 3'-6' (PRCAST)E 3/3 I. 3069 e5bl 4605 iT 611E 32"e 3-7TO 4-0 (PRE CAST) less IN 93. 46m5 0 a-I'TOA'&'(P�CAST) lass _ 96 �. ]IS RID o 29I 3E biG 4'-l' TO W-4- (PRECAST) RI 9 6 3 14 6 l 9 F,6. 15 II 5'-a' TO W-10' (PRECAST) 0&2 N .6N IL Jnl_ 5'-IITO 6'-6' (PRECAST) 9'L5 ne 2Ill I lB-- TO l'-6' (PRECAST) lci _ICII 554 I011 e9 1'-1' TO V-4- (PRECAST) ate __ '.5 696 9'-5' TO 10'.6' (PRECABD - 5 -_ 1 F,J3 96] 6v-e 10'-T TO 11'-4' (Pal 50i D 5 'L II'-V TO IRE'-0' (PRECAST) 30l D DO6 1]'-I' TO 13'-a' (FRIOA9D 3 9 n -11 6_ hR 13'-5- TO 14'-0- ( EWBTJ PR�. W-1' TO 14'-6' (PREBiRE88ED) NR - , 48 NR NR 4'-9' TO 15'-4' (RiEBTF£88ED) VR `r NR 110 _ NR 15'-5' i Ili-4' < FE6T BbE i O P RE P - N-< - - - _ I 300 1 R 545 11'-5' TO H'-4' (PRESTRESSED) Ne rI--43m-_ VR NR 19'-5' TO 31'-4' (PREBTRE88E0) - nR -.-.� e 3d0._ IF 2C-6' TO'1P'-m' [PR86L'£S6ED) rcR 6E R or, P_ R]'-I" TO 24'-9' (PRE6TRE66ED) NR -11 2,m 34a0 NP A A. FC I (]ArIA I RS FT) A'PDFr-AST II_'. '.tiTFI 4' B6 ] 0214 BD3 3 36P.6 4­1 BT33 921 '9 3DD9 34'0 60'L .� 11LI("5. B 326.. Yvl 399 =06' EVES 1 IB594 1 6B5 our lea= y99 R IRE' 690. 1;2 IC2J t mw UPLIFT LATERAL OVERALL LINTEL LENGTH ere-r UT IT DII6-r -F 0 8'L'4.'I T via II TY (TYPE OF LINTEL) BFB 2T aF a E`16-1¢T 20-2T tr21-1_ L-<E2T a=32--27 B'JB as RG'IU S-B' TO 3'-i' (PRECAST) - - 1669 26 3N4 b]63 69 - 1p,0 1025 1014 I598 6J P3 366L -- 615 4= 0 TOT" 3'-1' TO A0' (PRECAST) 165 sea 19E9 236i$ a0b0 61 450 5525 6a19 -1. TO 4'-b°(PRECAST) ¢1 1110 o'C_ - 11U, 143 1H 51 9 -- 59, 591 IOT3 )P-I 20 0 Pl ?3lS 043 411E 3-'d Im6 ll5 6 28 B 9 9 d'-1' TO V-4' (PRECAST) - 116ib Ills - S/ 6 2938 _ 33 /�" 396E t2l 41. all 411 143 5'-a' TO 5'-Nx (PRECA6D 9Pr9 15 l 08D - 16 319E - - 6 C 1 H33 _ - 340 On6b - a23._ 156T Imam w,a 2593. 611 4112 5'-II' }O 6'.b' (PRECAST) Bee 4 _e, . gem 2 m 501 111 440 &35 Iav e6tl 63 9 , S"!90 'till] l J 1®36 1 2436 oUl 3236 TO T-&- CPRECABTI lal - FII 4 1q 5: 424 034 363 1414 IS. 215E 2800 V-T TO ^y'-4' (PRECAaT) 126 512 230 91 6 (1 E62 1318 5 916 � 4EI_- Il 0' 9'-5' TO Iiii (PRECAST) 0.0 a 9 IB@ 1 1 184 401 lam l63 20 5 2346 5 rs-.-. s _mm 1151 4 10'.7 TO 11-4'( 9CA8V ' l l2 Imo] - - §' 3 --- 5 61 26D 4M 154 l + l21 39 585 II'-5' To 12'-0' (PRECAST) -llrTO -' 1 sX, 940 140 - 560 IBIS [0R 244 A02 of Oil 6 9E-I 3]9 I2'-I' TO I8'-4' (PIRECA61) 46e IBFa PS As a99 lass / �691 21, 324 TO 'Pv� '2am 13'-5' TO N'-0' (PRECAST) .410 411 lC 063 I 350 2 4 520 1l1 6 50j :EOI 'I 91 2co, 398 10. 14'4 TO 14 .0- (PRE8TRE69Eo) - - 1518 M134 NR 2a4 91 -- 90 - 03 2 ob nab Il6. III torso I4'A'To W5 4'(PRE9TRE95ED1 n230 � 6E - � E6 90a [4m 69 1668_ NR 2" 03 15'-5' TO Ili-4' (FRE9iRE%m) 9 2 E3 _ a99. al3 __ NR 194 64 eel 90 f D6 a9 'aN,S 11 1413_ IT-9' TO19'-4-(RiESTRRESSUD) 62- _ NR 145 52 166 b C29 k23 _ 641 Z59 L21 m/ "I4 D =b6 655 19' -al TO 21'-4'(PREBTREBSED) -- 42: 132 3 3 '9c v905 19 61 - ' 104e - NR 125 41 4 630 21'S. T022'-O'CPREBTREBBED) .91 -,'21- L1 3v9 la I' 66B_ Bb 999 NR RI6 40 9 .Fr- 1 S'o 4-2 56l R2'-I' TO 24'-0' (PRE 7lMa5ED> 71 1 - NR 91 90 y06 DSO 202 3f9 435 1=l Hie A"PRFGAbT III/"RFCFSS DOOR 4-I MITTS SAFE LOADS (LBS/FT) 0,mn-4CABrl GRAVITY OVERALL LINTEL Lal 6fi6-OB BRFlO.OB afbl4 0B Bi=1B-06 9RF ¢9 ^,326 0BIBRF30-m (TYPE OF LINTEL)FRL+' `., BFFIfl+IB eFF21 I@ 9FP10%)a l_ +,,,_ -. ,., .� p4e 3355 B250 434e 5421 6/93 1561 3'-6' TO 4'-4' (PRECAST) 635� IB91 --- 5-11 6639 396b A260 4946 F424 5'24 UI.4 . 6404 6 306, 92 A.U_ 4'-9' TO 4'- b'(PRECAST) 141L .-.-I ,.156 309. 26Y 6639 b660 2 39 t I 94T9 - 0693 10-966 4'-7' TO 6'-B' (PF£GA6T)' Bbb 116E ,46 1� 661 63Bw 8P60 9n °IT At Im!9 I/ 649 .ue �IP.O 9'-9' TO W-10- (PRECAST) all IRA 1342 8 1 4642 316 6639 5940 a6&m ll t ,Uw 44a Fzo 60 961 5'-W TO W-S' (PREC4eT) Ta, '. 901 1a1 1120 bD40: 1 T95 1'9 0893 4 _ c 3 b'-V TO 7'-6' (PRECAST) 66' 4 �, 245a3 -6 514 8 95 0a93 99 _ 6 9 /09I 3116 T-l' TO V-b' (PF£GASTJ 411 526 390 Ae 2253 329 Kit. Fimi A"PRFCAST III/9"BFGFS4 nnrTR2 11_I INTFI 9 9LFF I (I BS/FT) 4aaev' I:=L IFT OVERALL LIMED LENGTH errvr IT a .� L F w ,FT= - (TYPE OF LINTEL) BKF., S OFFS T UFFL -L wRP. 2T 9h ' Lex-6 eT 1'h30 2i eR,6 BRF6 RCM) 9'-6' TO 4'-4' (PREGA6T) 160 l5l 1164 166 'S6] 'O 30 44e Sfgll - Ll 6943 a'-9' TO W-i' (PRECAST) LvT 16G4 .i12 .34 4.19 4943 s.'.. 694 699 10T3 4'-T TO S-B' (PRECAST) - 406 40T 695 6TB 05` tE /426 l79 211 J�a(. 391E t0 5'-10' (PREC46b - 3a2 3bl 616 - I=,0 6�0 w a2 2139 6 3T95 9 l �- 5'.II' TO 6'-6' ( PRECAST) 1 9' ' '99 464 .'G m6 C 1530 L64 - 1 s L29 /6m Cl9 33 9 - 6 �Ee W-V TO T-F (PRECAST) - 603 614 968 G06 E•3 I9bd 4 5�J 65 2 2a6 a4x u6 2968 a ,IF2 l'-l' TO 9'-B' (P�cA9TJ ay_ 'Ao cm Sae nag 2m 531 - 3l0 Ase 'M AST- REVS LINTEL SCHEDULE MATERIALS I. f'c 6' precast lintel 4000 pal 2. f'C prestressed [Intel • 6000 pal 3. Grout per A6TM G416 F'e . 3000 psf w/ maximum 3/5 Inch aggregate 4 a to II Inch slump 4. Concrete Masonry Units (01 per ASTM C90 w/minimum net area compressive strength = 142E psi 5. Reber per ASTM A615 grade 60 S. Prestressing strand per ASTM A416 grade 2101ow relaxation 1. Mortar per ASTM C210 type M or 6 GENERAL NOTES I. Provide full mortar bed and head hore joints.. 2. SFilled lintels as required. 3. Installation of lintel must comply with the architectural and/Or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing grouting. routin9 . 5. Reference the CAST-CRE E T Load Deflection Graph brochure for lintel deflection information. tha 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for InechBnical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. S. Safe load rating based on rational design analysis per ACI 315 and ACI 530 10. The exterior 5ur Face of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-296 or other approved coailn 11. Lintels loaded eimultaneausly with vertical (gravity or uplift) and horizontal (lateral) loads should be checked For the combined loading with the following equation: Anolied vertical load. ATofed hor9zontal load S 1.0 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be Obtained by the designer by providing additional reinforced concrete masonry above the lintel. See. detail at rigor: 4. 6EE SAFE LATERAL LOAD FTTTABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2" CLR TYP 2) 5 REBAR GR40 or GR60 • '.. . SAFE LOAD TABLE NOTES I. All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Safe loads for unfilled load from next lower height shown. lintels must be reduced by 20% If bearing length is 8. For lintels lengths not shown, use safe load from less than 6 I/2 inches next longest length shown 2. N.R. = Not Rated 9. All safe loads in units of pounds per linear foot "erlm osso Safe loads are su al owable loads. 3. 5 jD p 10. All safe )Dade based on simply supported 4. Safe loads based on grade 40 or grade 60 field Bpan. rebar. if. The number in the the parenthesls Indicates the 5. One Pr racer may be substituted for two 5 rebars percent reduction for grade 40 field added 1n e" lintels only rebar. Example 7'-6' Ilntel type OF32-IS safe 6, The designer may. evaluate concentrated loads gravity load = 6412na) w/ 15% reduction 6412 from the safe load tables by CdICUlatine the (,g5) = 5501 plf maximum resisting moment and shear at d-away from face OF support. TYPE DESIGNATION F = FILLED WITH GROUT / U • UNFILLED IFr-QUARITITY OF "Fi REBAR AT BOTTOM OF LINTEL CAVITY OR& 15/1T QUANTITY OF •5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH J = n - U DD 'T J �a Q_ Z 41 e 1-5/8'ACTUAL 8' NOMINAL WIDTH -•5 REBAR AT TOP MIN. 0) REO'D 1-1/2'CLEAR 05 REBAR AT BOTTOM OF LINTEL CAVITY' BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS SAFE LATERAL LOADS LN1EL LN 4 E (PLF) Toul LordEP Tyx 8'xB' PLAN B'xB' SOLID Retie! 5% 3164 Penaet 15A 230 4'-0' Recast 840 W14 Retest 630 1266 Rene! 9% 163 5'-4' Precut 686 Be 5'-1' Pi NO Im5 414' R.A 634 I%4 6'-6' Rx4et dl1 1268 11.11 R.9 SIB 1211 1'-1' R.Rt "a 9% 1'-1. ROF40 425 S94 B'-m' Remet 3B1 614 all Retest SIM 145 9L4' Rang OF 583 a'-6' Recce! 51 493 II'-4 Preset Us 620 12'-e Retest W4 INS a'-6' Rsci AS 904 9'-4' Receet Ia 404 14'-0' R eceet 99 39 l A-8' FNAVeeeed NA. 341 5'-4- RenNill NA 30a 111.11 Rw o.d NA 213 B'-4' R.iA algid NA 116 20'-0' Rseveeed NA 159 2TI-4- Pree4eeeed NA. IN NA So 34 �0' Reeveeeed NA. 93 NA. •Not ReCOlAE65ded �J LOTT' S � CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 . r• i r•• Alto . •. 41 N ..• w 1@• 1 8 O 8/8-S -(l) #5/(0) 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 Total Lel9N 4,-0' AFT 4-M 4-B' 5 -B' b -B' 1Ler OIHP 11 -1. GENERAL NOTES: I. CODES J. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606 U. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS ISO12 4 2107, 13. BUILDING GODS RY O FCIVIL ENGINEERS R S MINI GED CONCRETE (AGI R BUT). 1.4. AMERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1.2 CONCRETE COMPRESSIVE STRENGTH AT EN7-4 0 2,1.1. PRE -CAST W f-RE5TRrS REINFOROEMENT-4000 Pbl 2.1.. PRE -GA E 467M C416S 3000 P51 W/ MAX.-6000 P51 2.13. GROUT PER ASS, G416 - 3000 P81 W/ M3/8' AGGREGATE, B" TO II' SLUMP. 22. REINFORCING BARS. 22.2 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 0). 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 270 R A615 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM A416 NCE WI, STRESS RELIEVED 210 K51 1.4, DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. Tyre ReGOt PrOaAk Ree6A Rer-0et Recce! Pr.ux Pretest Pill Real Ramat SAFE . L A OADB eP")LF) W DWR VDOOR HEADER HEADER PLAN SOLID m1 201E %m 1617 %1 521 B5 B% 699 %5 me 9e4F164AM3 6 % TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 8" LINTELS LINTEL LENGTH CLEAR SPAN LNIEL TYPE LINTEL STEEL UFILLED GR4vITY CAPACITY (L5L (0M5U GRAVITY CAPACITY (IN5L TINTS UPLIFT CAPACITY flfiL (I)911 UPLIFT GAPAG1Y (115L (1%U BOTTOM BAR TOPBAR GR4VITY CAPACITY 1 -00' L6' PRECAST ($1'2 GM 4245 Tan TOM 0529 ANNI VIW 2'-2' PRECAST M)5 (2)4 2415 3WI 383E 48S 4B15 1'-1. RREl (2) 5 (2) R 1153 2111 1111 33% 33% 4'-6' V-T PRECAST (2)'R (2)5 1343 2165 2W5 a0a 26" 4-1' 3.4 PRECAST (2)5 (2)5 02 2011 201E 1421 N21 1 0 PRECAST (i)3 M15 O 06 1 51 4 165E I g o %I 4 6 PRECAST M N a60 12W 1283 410 609 W-4 6 4 S t, PRECAST I4 4 (115P16(21 1232 1183 13W 6' 6 5 PRECAST l2)R ll TO m 1132 2 1LI 114 II 45 348 6 B W 5 a PRECAST M 4 (2)1 11el I51 b81 n% l 6 6'-1' PRECAST IV (2)4 510 551 991 991 625 1041 i b 6' 4' PRECAST G NI GO NI (2)1 516 s% %9 112 104E e 0 6' e' PRECAST (2).4 M)n 518 901 III02 111 9a4 8 4 T-C' PRECAST (1)4 M1� d% B51 %I 64B a' PRECAST 0)% (2) 46 116 T16 499 l90 10 6 9-2' PRECAST (2)4 (2)4 a4 bIB 61H 3a0 6T3 If-4' m 0' PRECAST CC 5 (2) 3 35 56l %l 3n 601 ' 0 8' PRECAST M)IS Glla 192 525 525 211 561 PRECAST (6)5 (2)9 211 4% 4% 2S1 512 , 4' Ili a' PRECAST M)5 (2)3 255 4% 4b0 24 441 m 'S B' PRECAST (2)5 (2)9 259 430 AM Be 3a _a a 3'-4' PRE6TREBI ev4 (2)4 µRE 418 45 130 446 5' -4' 14 0' PRE6rRE6BED CO4 (2)3 µR 319 319 7I0 ACT n' 4' I6'-0' PRESTRESSED (D 4 (2 µR I% 2" 1b3 311 19'-4' 0'-0- PREBTfE86ED GIB (2)3 NR 224 114 131 154 10'-0' 18'-B' FRE6T,�b6EP (115 M)3 N,R ]0l 201 112 13l 11'-4' 10'-0' FFEBTRE80ED f1J5 f2)3 N.R IT ITT al 205 21 0' 20'-B' FRE0TRE6 f1)9 f1)3 NR 64 164 ae 1% 14-0" 21'-B' PRESTRESSED GIs f2)3 NR 131 133 04 163 NR- NOT RECq'IMENDED IaUl REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOA08 (PLF) 8" X 16" COMPOSITE LINTELS LINTEL LEWaTH CLEAR LER 6PPN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY _--faiV9U 6R4vlI1 CAPACITY (11510WO URLET CAPACITY (IY510000 UPLIFT CAPACITY flhGARP �IIOM BAR TOPBAR -6 C 2 Imo Om00 31-6 -4 _0 1.2' RECAST (3)9 M)9 10000 once 10m00 ne9 1n00 Y-8' CAST MJ4 (a 4261 426E IlO 513s 1000E 44-6' 3'-2' PRECAST (2J •t M 321E Val 6592 ISemm d'-8' 3'-4' FIECASi (2)I 1M 2944 SAW 6415 6049 5'-4' 4'-0' PRECAST M IB]3 643E 442E 1041 104E 5-10 6' PREGNO -I (13 )4 3 923 6015 36m0 5430 b'-4' 5 m' PRKABT 4 (U5 4115 260 4151 6'-6 5 2' FREE CAST 72 (D 4 (I) Q 3934 3SO 3934 26b 415E 6'-8' 9 4' PRE CASs (D •4 O M 2 3119 1 99 2 5 63 99 1-6 6 2' OAST (D 4 ( 1 4 91 1030 3060 l-B 6.4' PRECAST (2)•4 )'2 ITS 21% 293E 6-0 VMS- CAST 4 258E 1%I Hal III 1194 a10d B4 l 0' PRECAST (1)4 Of e2)4 (ilR 13% 23% 500 25m6 5-4 8 V PRECAST CPU (2)V 56S %9 Use 2m 19-0 Sidi AST (2)4 M n 1621 1627 941 1m5 II'-4' a'-0' PRECAST (3)5 (219 Was Ae ISO 504 PRE CAST ( )5 2 1335 125E 9 6I t 139 10 111- PRECAST (2)5 MOE 115E 1298 13'-4 11 0' PRECAST (25 f213 if" 1/4 1144 JUA 545 I@9 W-O 11-S' PRECAST (U5 MIS II01 less 4% 101E 14'-e B'-4' PROUn %E (2)4 (1)Q ME MIS 451 5012 I6-n 14 ADO PRESTRESSED (D'4 (1)Q 69 Imf 4n 023 Ili-4 is Hai FRESTRESSED (2)14 (DR 999 %3 325 641 19-4 IB'-m` FRESrRE59ED (1)9 f119 l% ISO 260 59 20-0 IB'-e' SiREBSEp (U5 (L3 2 419 21'-4' 20'-0- FREBTRE D (1)5 lL3 6 213 420 22`0' 20'-0' PRE61 BRED (2)5 M)5 59 591 200 394 24'-0' 2T'S' FRE8ifE56E0 (1)9 M)5 q0l 41 a1 330 TABLE No 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILL) B" X 20 COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN L NTEL TTFE. LNTELS iEL GRA Vitt CAPACITY (OniL (1,5U GRAVITY CAPACITY 115L fIMU IA'LIFf CAPACITY fII5L (115U UPLIFT CAPACITY 015L (1)51 Bp}1pl-I BAR TOP BAR 6 C 2 M Nol000 3 b' 2-1' PREC45i (2)R (1)1 1646 1000; b0@0 (coal 4 ;' 1'-V PREILMI (2) R (2)1 am Does, bast, I`50; 4'-V 3'-V PRECAST M)0 (2)'1 442 1m000 %41 10000 4'-1' 3'-4' LABS (1)G (2)n 310D 10000 7B3B 1I 5'=4' A-0' PRECAST (2)IS (2)9 Sias 10000 $135 1000m 510' X'6' PRECAST (L3 (2)1 Bmib bin 4661 1244 6'-M 5'-0' PRECAST (a)4 f2 6152 615E 3%1 1R2 6.6 5-2' Pillll T M)•4 f])R b150 6250 5646 69%. 64 5-4 PRECAST (2)4 (2)1 saw,5816 5441 6124 1 V 6 1' MCAST MIA OM 4312 4312 2636 45:5 T-V 6.4' PRECASTl2)•4 NA 40% AMS, Gan4282 B-0 6-1. PRECAST (D•4 (2)11 3130 3130 22V MRS I_V PRECAST C)14 (2)R 3420 34i a018 3561 9'-d' 6'-0' PRECAST M1.4C22N 2154 2734 bb all -1. PRECAST (2)'4 (1)1 2211 221E 1233 2185 II'-4' 10'-0' PRECAST M )5 (1 554 1954 Im3l ]00s I19-V PRECAST (Ills2)5 nl9 Ills 9b INS 11'-b' II'-0' PRECAST MS 0)`3 561 1661 na 1101 BL4' 121.0' PRECAST (2)5 (Vs 501 15ml TO Ina I4-s' @'"B'. PRECAST f2)5 M B% Me 636 1323 64C FRE6neWD (2)-4 (2)1 Be Tex Nal LOT 15-4' I4'-0' STRES%D (D•4 (1)'1 24 I124 536 b% IT+4 16.0' PRE6TRE5%p (2P4 (L5 law 4n 624 194' IB 0 PRESTRESSED fD5 M 3 1053 334 659 40-0 IB a PfE6TRE%ED 11) (D3 9T9 919 @ 65 11.4' 1 200' 1 PRESSED TRES M)5 %1 851 213 21 0 20'-8' 1 PRESTRED S% M15 f )3 t9l l9l I 501 11.0 12'-B' PRE6i4SSED (D5 2I 669 1 659 al5 4a5 TABLE _No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNTEL LEnX iH CLEAR SPAN LIN EL TYPE LINTEL STEEL EL GRAVITY Y LAPAO!T" b)'5L (1Y52 GRAVITY CAPACITY (IML <IP5U UPLIFT CAPACITY UPLIFT UPL OA AI PAGTY (PSTMRU BDnar BAR TOP BAR 1 a I.6 PRECAST 0)R a02'0 IOmsiO -ill(D5U b009 0�0 3 6' }'-}' PRECAST fZJh NOV 936E 10=0 Sol ISM d 0' 1'-1' PRECAST 1)'3 RF 6139 10ed0 11 1000; 4'-6' 3'd' PRECAST (D4 - d7 W14 1=0 10080 Ic000 4'-B' 9'-4' PRECAST (Y)C 1ba one %29 bill 514' A-0' PRECAST f2) B 1658 Ionic In 10000 5-10' A-W RECAST 1;5 6231 Iowa 5136 b000 6'-4' W'v PRECAST 0; '1 W12 -101 10000 4154 S450 6 6' YFV PRECAST (2)N R. M %Bs 10000 4461 Sea 6 B 5.4' PRECAST 'U'4 ii6114 Nal 4231 64am 1-61 a.I. PRECAST (2l'4 )5 6235 64K 3242 64T UB 6'-4' PRECAST III 'I d7 5930 .14 30% 6isa 8' -0' 6'_V PRECAST 12)1 ni B361 536E 1 Sea %95 1'-0' PRECAST MI4 § ABUT '101 SRI Sol 1 9'-4' B'-m' PRECAST (2)-4 R 3126 3126 ISIS 38% 9'-1' PRECAST M1"4 fad•! 1931. 299E two 5025 II'4' 10'-0' PRECAST (215 - P. 1%3 2563 ITS 1604 I21-0' 111 1 PREGMT MIS _ 13 23;5 3m5 II]S 7291 12'-6' IT-2' PFECASi (2)5 9 2141 2141 1022 One 12'd' 121.0' PRECAST IDS NO 9 Mb Iva %I 1071 Id'-0' 2'-8' PRECAST (L5 B Ills ITa 181 Ib35 1 3'-4' PRESTRESSED (1 `4 2345 9 653 P53 154' 14.0' PRE5TRE39ED (V% 7 2136 266 596 ills n4' I PRESTRESSED M)•4 law 550 464 91B 19 d 9-c' PRESTESSED e2)5 5 1310 as 311 la PRESTRESSED (2)5 3 69 61 .34E 096 11 d 20-0' PRESTRESSED (ll 5 - 5 "1 62 Ida 01 220 20-B' PRE6rtE%ED 115 1 5 9gq 2Ua Oka 24 ; 22 B' PRESTRESSED (1)5 5 W4 T ISO 239 413 TABLE NO. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINIEL LBYTH CLEAR SPAN LN1EL TYPE LNTEL STEEL' GRAVITY CAPACITY NUSL fli GRAVTY CAPACITY (M.(P5U UPLIFT CAPAC ITY (IAL(1 UPLFT CAPACITY (in. (115U BOTTOM BAR TOP BAR -b I.6 FFECAST A 11R 000m SAW 2-2' PRECAST (2)R II ICsmb bade 100m0 4 e' 2-B' PRECAST (Id7 M)9 1116 Om6010000 1000m 4-6' V_r IFFEc4ar (2)4 (2)c 600E isaw 111 0000 Or =4' PRECAST f2)4 (2) `2 San one, 10dbs Id+ZaO 4.0 T 0)'a (2)N SOT and 5365 10d0; 540' TV PRECAST (VIE (L •] 7381 4=0 6806 1000%; RECAST (21.4 Min Il costa 5641 10d0® I'll RECAST () Rd M1R adsi0 Sees, 530 beat b'-- 5'-4' PRECAST f2)4 (2)R 96% 100m0 5s1 10t,90 1-6' 6'-T RECAST (1I.4 (D5 1408 96l 3840 16W THn 6'-4' CASs (D •4 (2)5 1056 916E %62 1316 8-O' VHV PRECAST (2)4 (2)4 .649 INN a 6661 8-4 I-0' CAST (2)A4 (2)4 5%4 6933 aell' b001 94' 8-1. PRECAST (2)4 (2)5 4561 5t,66 23% 4145 10-6 9.1' OAST (1Y4 (2) `2 M26 SEA WI 3663 II.4 al FRI f2J5 (2)5 3P,a. 32W M21 3 I2-0 a-B' FRECAbT (2)9' (1) III IWO Us 213a B-6' IV 3 PRECAST (1)5 M/3 2116 210 tln 2499 13.4 11.11 RECAST (2)la M)IS 2416 ids b49 2168 14 m tl-B' PREGla T G)5 ilia 291 266 %1 931 14' B' 9-4' STRESSED f9.4 ISO 26 126 Ail 6 (1)n 6a 21 663 BR l 4 6-0' EeD BrRE%ED (2)•4 a013 2023 55 022 19 4 IB-0' PRESTRESSED M)5 M)3 160E 60I 46 ab 10-0 IB-a' FRE6ITESSED M)5 (t13 1496 14% 385 165 ]I 4 20 0' PRESTRESS (1)5 (W9 1305 En 3 6b9 1] 0' 20"B' PRE6ITEB°,aD (1)5 2)3 R11 013 3n 619 24.0 2t 8' PRE81YEB6ED (1)5 (1)9 old OEM 266 521 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING40ADS (PLF) 8" X C'''LINTELS LINTEL LENGTH CLEAR UNTIL TYFE LINTEL STEEL PLAN GRAVITY CAPACITY GRANTY CAPACITY (Oft .(U9U GRAVTY CAPACITY OM51-(IRu IIPLFR CAPACITY (I15I_flial UPLIFT CAPALRT ill(215U SPAN Bpiiq, BAR TOP BAR 2) 4 3-6' 2.1 PRECAST (a)h (2) n 513 ISM ENDS id80 34B0 4-0' 1 0' PREG48T () (2)4 10 A35 42D US US 4-6 3 1 MUST ) () bill 151 of uaE 1114 -8' s 4' PRECAST ) fa)4 806 "I bN an 830 TIN 4.6' PRECAST ! (2) IS %9 93B %6 SO 6-1.1 65.0 FFECABi (W •2 491 AN 141 Tat 147 T5 %a 611&1 54- PRECAST 416 15 15 IV we 6 B 5-4' RECAST 2 458 be be 6BB ISO l b b-T RECAST f •4 (1)5 mi 5% 5% 525 I l A PRECAST ) 1 3I5 568 %S 499 6 1 S 0 CAST )4 a)R 353 536 536 452 in B 4 CAST 1) 3/ 36 5mT 507 411 as 9 4 CAST ) (1'a 2%435 4353a 4% ASTa453l1 239 423 II4' MOPII�C411 GIBT ()5 3E3453%a 0' AST ( M)9 1;1 a81 382 1159.6 LAST 20 111 BT 1%9.4' AST I51 W 19]-0' 48i (1)5 126 at, 51 109 Gl TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNIEL STEEL UNFILLED GRAVITY CAPACITY GRAVITY LAPACUY /U5L lm15U GRAVITY CAPACITY (I)'5L (115u UPLIFT CAPACITY (1Y11_ a l; UPLIFT CAPACITY Ill M15U BOTTOM BAR TOP BAR -B -4 PRECA a ; 591 b 4-0. 2-B' -PRECAST M19 0)0 1151 1425 IUS ISO I663 d-a' 1-a' REGA$T f11q (2)IS bdl BW 1320 n15 n5 4-4' 3.0' CAST Q)5 M14 %3 USE 12M 16% 16% 4-F 34' - ST (U5 (2)42 Sea OBI eel B% 13 5'-B' 4'-4' RECAST 5 a% b03 loll 6-8' S'-' PFEGBT (1)r4 4% 693 6 ma 190 l'-B' 6'4' CASs (1)•4 3l5 568 al 459 641 e'-e' T'.4' RECAST Mix 35 4� 4P10 315 51b 9'-B' 8'-4' PRECAST (4)4 ❑)Q 213 415 /I6 29 Q2 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3.-MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY 455OCIATCH AND ACI 530-08. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1500 1-51. 3.3, MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LINTELS HAVING VALUES ARE BASED ON LINHAVING A BEARING OF a' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA. BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION ROaal OR FLORIDA BUILDING CODE RESIDENTIAL, 5Tt4 EDITION (2014), SECTION 2104,15 ,-{i) #8 CONTINUOUS 316 / r 8"X16' KNOCKOUT BLOCK �, TOP BARS: :�:• SEE SCHEDULE (1) #5 CONTINUOUS 7// •ORTIWELDED) 7 4'-0' cc r-• (hED I BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(I) #5Al) #5 PRECAST �g (1) #5 CONTINUOUS 313. �8"X16" KNOCKOUT BLOCK _ • ` '� A 000 PSI GROUT ' PLACED IN FIELD) • ;fk TOP BARS: :"y'� SEE SCHEDULE . (1) #5 CONTINUOUS 6 •. 7/32' STIRRUPS AT 4'-0' cc m : in (TIED OR WELDED) (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270kal PRESTRESSED CABLE 8/11 #5/(I) #5 PRESTRESSED E7:9 8/16-S-0) #5/(1) #5 TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL HEEL GRAVITY CAPACITY (0,5L fl)5U GRAVITY CAPACITY TAL (D5J UPLIFT CAPACITY (UAL (U5u UPLIR CAPACITY (1.5L (M BOTTOM BAR TOP BAR ] b "-6' PRECAST 2 5 ! ).2 bass b00c 100m0 3 6 T-1' MG46T 0) 111 10000 1000 me 10000 4 01 T-B' PRECAST (2)1 (2)5 9215 cabs 10000 lead; 44' 3L2' FRECA6T (D2 (2)V b940 Goes 10000 I0000 4 F 3'-4' FFECAST (2)R (115 Oa4 a0d0 adds 1009m 5' .P 4'-0' PRECAST (1) 3 M) 9 acme beam %Is 1=0 5 1V 4'-b' PRECAST (2)3 f1Jl2 5543 lial 1916 10000 VFW S-m' FIRCA5T (2)14 (2) 111 a000 10000 6529 Imm t, 5'-1. PRECAST f1)•4 (2)12 100m0 100m0 6E5 1. PRECAST 0)-4 (2)1 basic som Sall One PRECAST (1)'4 M37 %BI 44% 89 PRECAST (2)•4 IVA2 011 I wal 4240 849E a-. 1 6'-8' 1 PRECAST M)4 e 2)n 1436 000d 3%3 112E T-0' PRECAST I", (2)5 6154 IOM 95K 1060 91-4'. 8'-m' PRECA1 l2)14 _ el A, 67W Sam 2121 _ 5501 ti 9'-1' 1 PRECAST" (2)At (P2 40% 5043 3094 414E II 4 10'-0' R3ECA5T (115 1115 4221 4221 TOO _ 3593 2 0' a'-s' PRECAST 215 (2)a 371S 3 119 154E 3110 1-6 II3' PRECAST 11)1 (2) Is N12 149 411. Ian I B-4' 11'-m' PRECAST (1)5 - lVIS 29% PeO 1216 Isis A 0' PRECAST M) 5 M13 213E i131 b% 2160 14-8' 5,1' B'-4' FRSTRSSED (2)14 ) 323E '3231 lf9 I484 TRESSED MP4 (} •1 2945 2945 683 cm 16'-0' S1R=55ED (]1'4 IV 12W 3g0 U2 1055 10.01. I5'- :1618' FRESTTESSED (VS (1)5 (])3 _ (])3 IBIS B 16 41D 99l 844 TOO 21`4' 1;'-0 PRESTRESSED (215 )5 13 1413 6 22-m' 1;'-e' b 0 5 (2)`5 3 2Y-B' PfE91RESSEp M)9 (3)51 14 1141 114 914 �- TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTEL eTM CLEAR SPA(` LINTEL TYPE LINTEL STEEL GR4VITY CAPACITY e0,9L(M GRAVITY CAPACITY IIISL(I UPLIFT CAPACITY (IAL(U5U UPLIFT CAPACITY (I)5L f2P5U BOTTOM BAR iCP BAR 6'reswAST ] 5 1 R -al 1 10m00 3-6' {-;• 1 11' a-B' 1 RECAST LAST M14 (D4 (2) `2 Sol 365E 00e9 CAM Is"IOcmm 1440 loon 4-6' 3-7' PRECAST (2)12 (115 2141 1031 561E 8228 4-B' 9-4' CAST M)M (1)M 155 631 05m ills 5-4- 4-0' PRECAST (LD (2)9: 411E 441E 3'169 1 4830 - 5-0' 4-6' PREGIBT M)5 (2)R 3344 364 3065 Sass armor PRECAST (N4 (2)1 3030 B036 2535 325 b'-6' 5-1' PRECAST 0).4 GO 2851 73W Ma48 LABr (1)4 M) 21% il% 3259 2895 l-b' 63' PRECAST M)4 (2)R 21W 19i IV9 2305 PRECAST M)V 2100 2a9 ONE ill619' IFEC48T M)4 pal 1a51 1494 0% PRECAST (1J4 SO 515 69 100 B 0' PRECAST ft)4 M)4 57 511 Nh4 158E PRECAST (1)1 TIRE R65 US. E01 laid 114' a-0' PRECAST M)5 IBB 1138 618 1101 .-OF b-B' LAST M)9 (115 b4, 104E 594 1081 12-b. I1.2' PRECAST (2)5 9% 9% 641 1025 13 4' @' 0' PRECAST M)5 (y3 90] SIX 465 935 14-0' n'-e' PREC49T M)5 (2)•3 S41 842 414 %B TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL iH CLEAR SPAN LINTEL TYPE LAPEL ®iEL BOTTOM SAR Tap BAR GRAVITY CAPACITY (015L lU5U GRAVITY CAPACITY (IAL (IAU UPLIFT CAPACITY NSL (M UPLIFT CAPACITY III M)SU FRC T (D 4530 lass; SIM, 4-0' 2-B' PRECAST (7)7 (2)5 365E wm00. 144) 10008 4-1 110' RECAST MJR (2)7 33" W56 6143 Im0D0 4 4 3�0' PRECAST M)4 (])5 30c8 C053 Sias Saba 4.8' 3.4' FRECAS (2)R 1+2 155 613E 550 ills 5.8 4-4' RECAST (1)5 9 3514 ONE 3211 ]OLD 6-B 5'-4 :RECAST G)4 _T2TNa 2138 no 1259 3BY 111.6'-4 CAST (2)4 2106 2OB lbws 2211 8'4 T-4 PRECAST (84 III nl 261 He B'-4' PRECAST f1A4 2 56 1436 514 1505 8/14-S-(1) #5/0) #5 OWN _NN s s • a :•.N m _ ••• W m . ..y1•r is m 1• , 3 13/i6' 1 5/e- 8/32-S-(1) #5/0) 45 A R C H IT E C T S Des'Ign OOOG JrLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIIII �v�mo0v�mm� sysDiv LOT: OAKLAND LOT 53 MODEL 1833 F1833-01 PROJECT*: R5025.053 000 O1 PAGE: LINTEL LOADS sic DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 M019i 1 313/16' D 4/15/19 l5 s ALE: 1/4"=1'-0" d or SQ.FT. CALC.'S IST FLR LIVING 1,833 50. FT. TOTAL LIVING ENTRY LANAI GARAGE 1833 22 200 411 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2,466 60. FT. CUBIC VOLUME LIVING 15,941 50, FT. OOrONENT AND CLADDHO WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS CALL 11,FOOTAGE DESKMATION WN/DR SM ZONE 160 MPH WIND WIDTH F60Hi 1 22 3068 DR 40' 80' 4 21.9 / -30.4 2 34 35-SH 53, 63, 4 3165 / -41.11 3 112 Ib-00'D1-0' IV 84' 5 25.91 ! -3139 4 11 25-SH 36, 63, 4 2965 / -3220 EGRESS 5 11 25-SH 38, 63, 4 2965 / -38,51 EGRESS/TEMP. 6 54 8068 SGD 98" 80' 4 2132 / -2988 1 33 (2) 25-SH 15 1/8' 63 1/4" 5 2830 / -36.16 EGRESS 8 34 35-SH 53' 63, 5 3165 / -41.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT 1160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS ! CLADDING PRESSURE ARE BASED ON THE VDIt DESIGN WIND SPEED. FBCR, 6TH ED. (201) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED E5Y PRODUCT MANUFACTURERS. 4 1/2° 2'-0' 11' 22 DBL. TOP. 0 PLATE N ' m 2x4 WOOD FRAMED—/ . Vol O.C. CABINET SECTION 129 E d MI 8 3 20'_0* a° all iA AIN I I I I I I 16140" II'-5' 2'-4" 3'-0' '-1" 8'-6' 19'-9' I 14'-6° I 1'-3" �t LANAI Ilp I IEPL) I 20'-0'xl0'-0' 25-SH EGRESS O I I a a' CLCx O I I (EGRESS CO BM xxxxx TEMP— 7, e u TUB/ I� SHWR -SHOLUER HEAD BEDROOM 2 = • 6'-8' AFF. — m e'-a' CLG. a d) " BATH 1 c::E a' -a, CLG. 4n OWNER'S SUITE XX � GREAT ROOM � — 12x 16'-b' 6_ 8'-a' CLG. — S • m ` V-6" CLG. R/T _ C - I 2'-If" 2'-5" 3'-8' n 11'-0" 5'-2° 4'-0" 2'-4' 1'-0' b 1' Qs C _ _ _G RJT -- �9 m 61 ----_— C v . w BEDROOM 3 m l0'-0' x 12'-s' T— I @ N-- :I i �> ' i • e W-7�q I I pWpd ■ 8 8 CLG• - IR-ISH z°-10 , `�Ao� @ B u I L-- J 8'-II" 1' 1" _ _ _ 41 o� I%`t I I it u -� I I I O.SUITE HIGH LL_-J M.T. 13'-10" I I �� �I ii I I KITCHEN s'-9'CLG 0 BATH I wiC \vL1U31 W/ CAP COND. WN LLARD A ■ •./� PAD OUT a'-e' cLG — — —1 WALL • - F 12' AFF. 3' -4" -1 SNWR ` AC I � —J — — s 1_g' L------ IR-ISH m mm ACCESS—� — ■ 10'-10" 2'-4- 6'-8" 10'-10" I 5'-4" III 1_Oil 6'-01, I I III %M0 WAD _ , • 6'-8' AFF. 2—CAR GARAGE N N IS'-2' x 20'-V DINING ROOM I lo, FOYERS Ilya,', 10'-6'xl1'-9' I Iw e'-a CLG. III Lu LECTRICAL b'-a' CLG. IVY DEN m PANEL PAD our I I I I III (MAL III C 12e M Oi 1-61 CLG. TRACK BLOCK • GARAGE WALL �0 O � � ■ I6'-0' X T-0' 014GD3 — — — 35 SH BM -------- --------- v e'-a- CLG. 2'-3' 16'-0' 2'-3' 4'-6" 4'-6° '-0' 4'-8' -0' 1'-11, 5'-11, 9'-0' FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E _CT S OF DesPL n G ro uLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I E V �E 0 SVHDIV. & LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT*: R5025.053/00001 PAGE: FLOOR PLAN 160 MPH EXP. C mmmlo ARCHfTECT: STATE OF FLORIDA APR 1 5 M JAMES'C LL AR.'N -12079 DAT 4/15/19 SC :1/4"=1'—O" SHEET OF 8 ATTIC VENT CALLS kREA OF ATTIC 1833 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FT. REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 879.8) 9 SQ OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN,/LF TOTAL # OF VENTS REQUIRED a83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 440 SQIN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF "j // BAND DTL. 1 1 BCALE: 3/4 t'-0' 1 5RG7. HGT. i HDR. HCsT,h - COACH LIGHT — TEXTURED CEMENTIOi COATING PER (ASTM Cli (TYP) REAR ELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A' 8'-8" BRGa. HGT. 1'-0" 6' 8" HDR. HCsT.,d, 11 - - --------------- v r- (TYP) SI TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) MP) Oil -------------�_ InN " IIIIN NCI I41 !�I !�! !�! ICI !�! ICI r ■■ ICI ICI ICI ICI ICI ICI UNION ■ ■ ■ ■ ■ ■ ■ ■ ■■ !�! h! Ie! !_e! loll !R! !�! _ ■■■illl:�l■'lllll • Imo! — _ IIIIIINI��� ELEVATIONSTUCCO BAND FRONT OFF -RIDGE 5 1.i S' - 8' BRCS. HGzT, ---- - - ii HDR. HGT (-TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) D 0'-0" FIN. FLR.6_--1--F- - ----I- - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - -----1_-- 0'-0i` FIN, FLR. LEFT EMEVATI®N SCALE: 1/4' lit I'-0' ELEVATION 'A' 12 OFF-RT OFF R� t5 9.' _ bl" RP/ LI/ T b' S" HDR. HCsT.h - - 0'-0" FIN. FLR. - — — - — - — - — - — - — - - — - - - — - — - -------------------------------------- (-TEXTURED CEMENTIOUS COATING PER (ASTM C%b) (TYP) - - - r RIGHT ELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A' o o'-a" HDR. HGT. 0'-0" FIN. FLR. 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.a bdesigngroupxo m AA #: 0003325 �Illlallll `eomemmooa� SUBDIV. OAKLAND L53 MODEL1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DAT -'\4/15/19 SC E:1/4"=1'-0" S EET 5 OF 0 mr-ml-IS 6' `d � yIIFl1b' SIMPSON USiPw DES. UPLIFT GRAVITY DES. 'UPLIFT GRAVITY FASTENER META-;6 1450 LTA I6-18 1400 (V 10d x I V1' ]-FLY, f61 I6d 2-PLY, (UOPr (1IDJ I0d k I Id" - NO I6d OPTION) !Il META-Ib Fl85 <D HTA 16-IB 1BIDID f6D) IIDd x I IR' I-PLT, rUBP: (IID) IIDd z I IR7 19ID0 (14) Ibd 2-PLY (IibP: NO Ibd OPTION) HETA-Ib IBIID MA Ib I615 (9) IIDd x I IR' I -PLY, [8) I6d 2-PLY UBP: (i®) IIDtl z I IR', NO I6d OPTION HETA•1ID IBIID H14 1ID 166 !9) bd x I IQ' I -PLY, (e) I6d 2-PLY USPr (IID) IIDd z I I/!', NO I6d OPTION } � r1) HETA-]ID 1ID35 (1) HTA-1ID 9n0 (IIDJ 10d % I I/1" I-PLT LLBP: (10) IB•d % I IQ' 1g0® rnl lba ]-PLr rubPr No Iba OPTION) Z Q WT-1 16ID -- LWT-1 1915 (V - I/4' x 1 I/4' TITEN, ]PLT [USP: ELK r51 I/4' LLB, WOOD (16J IIDd U) DETAL-]® 148ID NO U9P CONVERSION FOR SIMPSON DETAL-]® llBl - 10tl x 1 in, 1 PLY MY • 3965 MUST 4IDIDID <U 5/8' AJR IN HIGH STRENGTH EPDXY (MM. 11' EMBEp1, (11) 10d TO WOOD CUSP: (10) 10Q TO WOOD) HGT-1 i0980 HUGT-1 9365 [1) 3/4' ATR M HIGH STRENGTH EPDXY (MIN. 11' EMBED), fib) 10a TO UOOD (UBR UAOOD /8110dJ HGT-3 + IID53ID HUGT-9 9365 !1J 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 11' EMBEDI, (W) IIDd TO WOOD (U6P: UK10D (8110d1 WT3-BDB1)) 978g LWT-3 g93ID !I]) BDB I/4S0 Id' i0 GII®ER, (4) 3/B' x 5' TITEN HD TO WALL (U8Po CQJG (4) 3/B' X S' WEDGE BOLT, WOOD (I1) W615J LTA] @I0 PARALLEL TO WALL I415 PERPENDICULAR t0 WALL LPTA 1555 !10) tmd x I-IR' (UBP: (1ID) IIDd x I I/e' — VGT 494ID NO U9P CONVER010N FOR SIYIPSON VGT (115/e' ATR M HIGH STRENGTH EPDXY (MM. 11' EMBED), [16/-BD8 1/4'X3' TO WOOD (1J vGT TI85 NO USP CONVERSION FOR 51MP80N [])VGT) (]19/e' ATR IN NIGH STRENGTH EPDXY (MIK U. EMBED), f31 )-5Dg I/4'x3' / 1 PLY MT6-Q 1000 MTW 11 1595 (14) IIDd % 1 12' (UePr (14J 10d x I IR', f14110d1 HTB-16 IBID HiW Ib 1660 (Ib) IIDd x I Irz' (U9P: (I6) 10d x I IQ', (16110dJ HTB-1® 1450 HTW 10 ]ID49 !24) IIDtl x I I2• /U6Pr (2411IDtl z 11l1', f20110dJ HTS-14 H80 HTW 14 1ID45 (14) IIDtl x I I!1' (USP: (1411IDd x I I/1', (]®) I0d) LBTA-12 « 91S LBTA 11 9lID (IIDl lOd U6P: (101 I¢tl LBtA-18 « I]SS LBTA IB 1960 (14J IIDd UBP: (141 IIDd META-IB « BI6 META-IB 13B (14J IIDd UgP: f14> IIDtl � MBTA-24 •e 'b4ID META-14 IlSID (I6)IIDd U6P: (IB11IDd d MBTA•3ID « 1ID5ID MBTA-3ID ]i40 (]i1 IIDd ASP: l21J 10d - — Q MBTA-96 •• 1ID5ID MBTA-36 ]515 [16)IIDtl UBP: f16)10d 2' H MBTI-36 9800 K9T1 136 9ID9ID (36) IIDd x I I/1' Ugp: !36> 10d z I I/1' (n MBTI-40 BID65 KTSI 148 4]90 (48) IIDd x I V3' UBP; (4B110d x 11/!' FW 950 LFtA b 1695 (B) Bd TO PLATER. (I) Bd TO 8TUD8 (USP: lib) ed x 11!1', flb/ BAiI 9P4 BBB SPY 4 94B (b) IIDd x I IR' TO STUDS UBP: (b11IDd x I I/2' i0 STUDS A34 395 YIP 94 41ID (4) etl z I II TO BEAM, (4J Bd x l IQ' TO POST. UBP, (418d x 1 la' TO BEAM, (4) Bd x I IR' TO POST. HOP] 645 HHOP 7 IIDIID rn) IIDd z I V1' LISP, (1ID119d z I IR' TO TTdI$8, [IID) 1A! X I I!J' TO PLATE NIIDA 134ID RT 16A 118ID (Ie) IIDtl z I IR' U9R (9J IIDd x I I/]' TO TRUES, lBl 10d X I IR' TO PLATE VGT 1 IIDU4 4565 PHD 4A 4535 (Ibl-8Dg i/4'x3' TO UA'VJD, (1ID)•SD81/4`M I!1' W/ THREADED ROD,!]) MJT9NJA8HEfL1 PLY U6P: 5/B• ATR MM. T' EMBED EST IN HIGH STRENGTH EPDXY, (IIDJ u.!',W WOOD SCREWS vGT . HDTB g940 TDk 1ID 611ID (Ibl-9p5 1l4'x3' TO WOOD, !3)-3/4' 811ID BOLTS W/ TFI�ADED ROD, !11 N1T9A11ABHERRPLT OgP: VB' 4TR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (4) T/B" THRU-BOLTS ABU 44 1200 6669 PAU M 1535 iT5 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.1 IN CONC, (11)18d TO WOOD U9P: SAME AS SIMPSON ABU 66 1300 11000 PAU 66 1538 BB15 (U 5/8' 4.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN CONC., (11 Jlbd TO WOOD U9P: SAME A6 SIMPSON (n LTTB •• B4ID LT9 B 1109 (U 3/4' ATR M HIGH STRENGTH EPDXY, (HM. T' EI'IBEDJ IN GONG, (BnIDd 10 WOOD UeP: SAME A6 SIMPSON � � LTTIIDB •« 1500 Lib 10B AIDS flJ I!1' ATR IN NIGH STRENGTH EPDXT, MM. l' EYE'.EDJ M CONC., (1ID)IBd TO WOOD USp: 3/4' qTR MIN l' EMBED BET IN NIGH STRENGTH EPDXT, (1ID/ IIDd (101 IIDd z I I/1', 1-Il1' _ (� HiT4 4498 H1T45 4468 (U S/b' ATR IN HIGH BT�IY TH EPDXY MIN. l' EMBED) IN GONG. (IB19D90 x I IR' <USPr (10J Iid % 1-U1') UBP Hd8 MORE NAIL OPTIONS: r]ID) IOtl, (101IBV x I -IA', (1ID/ I6d z ] I/]' Z Q NTTS 9ID9ID HTT49 54SID WSW ATR IN HIGH STRENGTH EPOkT MM. l' EMBED) IN CONC„ [16> I6d k 1 I!1' (UBP: [TID) wd X 1-V1.') U8P HAB MORE NAIL OPTIONS: f]B/ IIDd, (18/ IIDd z i-I/J', (1ID1 laid x 1 IR' HHDOII-6D9 ] 5• 1181ID LLPHD II 11ID90 (U I' ATR M HIGH BTREtYtTH EPaxT. fMM I•' EMBED) M CONO, !14) 8D8 Ys' z y5' LLOOD 9CREUB lYBP. f]4) W93 LLbOD 9CREW8J HDTB 6646 TDx 10 5110 jr(l) lI6' AB. IN HIGH BTRENGTHEPDXY, (MM. T EMBED.) M GONG. (3A3/4' STUD BOLiO TO WOOD (UBP: (41 l/8' BOLTS) N MBHA 386/1128 9415 593p NFM35XI]U 3165 TI3ID BITxB•1. J: (V 3/4' ATR M HIGH STRENGTH EPDXY, rMM. b.TS' EMEfEDME1JT) M CYW. TOP, (U 3l4' ATR IN NK.H STRENGTH EPDXY, (MIN. b.'15' EMBEDMENT) IN CMA FADE, (IBrOd TO BEdM UBP: [I/ IR' J-BOLT W/ MINIMUM b; EMBED. F NOT LESS THAN 4' FROM EWE OF CONC W/ 3/4' DIA ITU RM18ET/I�DNEAD DTNA Bq-T SLEEVE PNLMOR OR EO. W/ MM. 5' EMBED DEPTH INSTALLED IN THE FADE. � LJ (� HU8C411 (WOOD) 3635 ]660 lFLRI HU84111F 3IDbID 1930 (FLR) fiID) I6d TO HEADER <I0) I6d TO WOOD U6P: SAME A6 SIMPSON 3165 /ROOF) 3115 (ROOF) Z HUC41ID (GTAJ) 181ID 5ID65 Hp41ID IF 19ID5 31T6 [IB1 I/4' z ]•3/4' TREN (9 PER FLANGE) TO CMU, [19) IIDd TO WOOD: (UBP: rIB) I/4' z 3' W53 BGREW6, (IIDJ 10d TO DIACsONALS FOR BOTTOM CHORD DIACsONALS FOR BOTTOM CHORD BRACING 20'-0" O,C. MAX (TYR) BRACING Q 20'-0" O,C. MAX (TYP.) Ci/ �9 �9 S � � S �9 6 I- _ — _ — — — _. _ - - __ _. . — 11 II II II II II 11 �I J2 II II I II II J2 J4 = u I1 u u n n J4 = = = __ �L = _ � _ � _ = = =1 C33 (2) HETA-20 (2) HETA-20 -- — -- vIq — t. I It J2 — I u l^ u u u- 11 V16_ u n n J2 - qII 11 �1 II <II II III II II II II II III A. 11= II J4 II �t if It it II — J'— = LVI It JI It I II a ul II J4 It t 1 II \I V8 I av II II II JSII 11 11 11 IIII I� I V4 JS I—==cdll II II II 11 II II II II I I I I r1I III J$ III II II II II II alI �I III �'II I I II� JS JS --u u n u n 111 11 11 11 11 _ 11 II i l II II 5TM. CHORD �,e I� — _ BRACINCs l2 OC. MAX, I 1 u IIIis II II II II II JS - _ _ � II ' ' @ II SECURED W/ (2) IOd _ III II II II II II II II II II SON NAILS ® is J$ J II 11 II II II _ NTERSECICHOa lTi'P.) _ I II II II III _ II II II JS II III - u _.. —�_ fL fL IIII II - 11 JS cz II IIr _ _ III II 1 II II It JS JS J8 III �\ II FFFFF�p II11 li It II II I I I II IHII =-TF = JS �II----N- - u u u RIDE u u n u I _ �11 II 11 1 II II .� .� t JS HEADER SPAN CHART Js 11 1 11 II 11 II II II II _ _ _ = is (HEADER SIZES PER CHART, UN.O.) II JV I i II II III 11 " II 111 - J8-_IIII-'— � u � II II � II � I I 2 x 12 EXTERIOR .HEIGHTS 11 II II II I II II II II II II II 1 JS ;n 50 WALL BRIa, MAWNRY HEIGHTS JS =-- II II II I - u- - I III II II II II It 11 JS (TYP.) S'-S' 511 — - - --ir-- tr it tl I J$ �E� 111 II II II II II it I I II II II I 11 II 11 p JS NAIL (3) 12d • 6'-8' O.C. J$ �__ I II II II 11 II II II II II 1 ---- __ III II II 11 II II II LL JS TYP. 2x1� BM•/HDR. LOAD® JS --- Q - 1 11 111 ® ENTRY �I II — II I I u n n �I{uI� u n II'—�Iii I I�===— JS JS =__= II II II 11 II 11 II II III II III NON -ERG. WALL �I I I II 11 �I II _ _ _ — is __ III II II II II iI 11� II I II II III II II IiI =—_— J8 =_— III II I i 11 111 II II Il I II 'I I II III"' III JS �7 J4 11 III 11 \ II II _ _ DII It III II J4 = it - I' ft II II III It 11 11 ll 11 ' �- II III II \II I II I 1 II _ A FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE JZ �I - - - -0 - - T - i TI — 11 — _ It - OR EQUAL, U.N.O. - - - - - - - - - - ✓� 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: 'l� d C% • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 ��b �, v V" ' ' ' sr • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH V ' ' d 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 ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 14' MIN. FROM 2ND. FLR. LINE ®®� �A ING PLAN SCALE: 1/4 a I'-0' ELEVATION 'A' CONNECTOR l I Ip �T I'il Il~i � � -•�" � � I � �i l� ,� � � T � coNr�eoL DATE: WOOD. SINCsLE STORY APPLICATION gl� CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 7'-®' DEL 2 x 10 �'-0' TO 10'-0' DBL 2 x i2 10'-0' AND OVER TWO STORY APPLICATION DOU1N STAIRS SIZE CLEAR SPAN pBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM UJALL AND HEADER STUp REQUIREMENTS MAXIMUM I-IEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UN.O. 4'-il 12' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 A R C H I T E C T S Design Grou L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �malnu svBDiv & LOT: OAKLAND LOT 53 MODEL.• 1833 F1833-01 PROJECT: R5025.053/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 1 5 DATIO: 4 /15 /19 I SCAT: 1/4 ­=1 -0" 1 SHEET OF ELECTRICAL LEGEND 6YM50L DEFINITION NOTES IIOV DUPLEX RECEPTACLE 1R FLOO ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT INTERUF'TER (TAMPER RESISTANT CsFI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE C044ECTION IIDV DUPLEX RECEPTACLE EQUIPPED W/ C*OUND FAULT INTERIIFRER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - A PENDANT EXHAUST FAN MOTOR LIGHT STRIP If LIGHT FIXTURE - FLUORESCENT UC LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL PANEL SD SMOKE I3ATT. BACK-UP W/ HARDWIRE DETECTOR NTERcoralEctED CAR50N MONOXIDE Batt. BACK-UP W/ HARDWIRE CO DETECTOR INTEWaacTED CEILNG BOX RK811RED TO BE O J BOX SUF'f'ORTED N ACCORDANCE W/ BOX MARKED A6 SUCH FOR INSPECTION FLOOD LIGHT DG I DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK/ GAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46.745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (.4) 14,698 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOADI 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE COACH __-- COACH LIGHT LIGHT ELECTRICAL Tr LAN SCALE: 1/4 = 1'-0" ELEVATION 'A' TRANSFORI'1ER SAW. U*VA VOLTAGE, 1620/13200-240/480V SERVICE. SINGLE PHASE TYPE, UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDES (120)240 VOLTS) MAX" FAULT CUURRENT= IWW amp& POWER COMPANY ANY SERVICE BY OTHERS (3) 1 TW?1?WW COPPER CONDUCTORS, (U 6 THHWTWWN COPPER GROUND IN 2" CONDUIT. NEMA 3R COMBo DISCONNECT M AND METER CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 AMP ELECTRIC,4L RISER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TEF"NAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 TWFWHUIN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE- IF PVC IS USED THERE IS NO BOND)GROIND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX A R C H IT E C T S 4Desn G ro u L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 �I"IIIII'I Lq�o000vvv� QE V 0 'E i SUBDIV. 8e LOT: OAKLAND LOT 53 MODEL. 1833 F1833- 01 PROJECT#: R5025.053/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA APR 1 5 DATm, 4/15/19 SC 1/4"=1'-0" SHEET 7 OF Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Rated Product Design Design Approval Product Pressures Pressure Manufacturer Model If Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-SS DP Ply Gem Series 4701 Flange FL 14434.1 non -impact If 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-So DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb (5) ITW Tapcon %", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 40; OR ELCO Tapcon 1/4", Min Embedment 1-1/4', Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"xS'O" FL 5891.5 N/A Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/42 Clopay 160 model 73W6 FL 16546.4 N/A lamb to block on vertical jamb 4' X 1 1/4" min embedded Tapcon. Max spacing of 71 2" and 1" DD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4' Tapcon Anchors, SG Tapcons or 1/4" x 3/4". All points Solid -set Anchors, Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Wails) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. 21P System FL 17147.1 N/A 1 have reviewed the above components or cladding and 1 have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: A R C H IT E C T S Grouson LO FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 niunn EQ V C6 E 0 L SUBDIV. & LOT: OAKLAND LOT 53 MODEL 1833 F1833- 01 PROJECT#: R5025.053/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AFR 1 DAT - 4/15/19 SC E:1/4"=1'-0" SHEET OF U C0 5 MBAR VERTICALLY (0 5 MBAR VERTICALLY W/ CONC, IIU CONC. POURED CELL POUND CELL (25' MIN LAP) _ (25' MIN LAP) R-4.1 NSUL. MIN. - TEXTURED CEMENTIOUS Z B' L Z w PER (ASTM C926) (TYPTYPJ E: L0 -4 w Q Z S' CM J - J � IR' GYP. WL. BD. ry CURB HEIGHT VARIES � OF WOOD EASE w z LF4'I E IR' CONC, REIN. W/ 6'a6' . n AAxWIA IULP OR FIBER'ESH ON -MIL POLY ETHYLENE VAPORWL4xWIA - 3 I/1' CONC, /SIN. W/ 6'xb' IIA.F OR FIBEPo'IESH ARRIERRM UE TREATED FILLD iER'IIiE T�°ATED FILLZ ON 6-MIL POLY ETHYLENE VAPOR BARRIER O'1LEAN VAPORILL-CBARRIER CE88 K UUE CLEAN 4' 4' 4' TERMITE TREATED FILL O EBAR ON CHAIRS '^ I' 0' l2) 5 MBAR ON CHAIRS _ 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL 8C LE: 1/2 -1-0' �1 AT GARAGE WALL BEYOND - WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 N' CONC, REAF. UU 6'xA' Z I111,4AIJU ULF OR FBERE%I CN a "L POLY ETWU9E VAPOR a w BASIM O RELL-COMPAMIED Q r CLP.4N lER1IlE ifBATED FILL N - • • '. I'I' 3 1/2' CONC, REIN, W/ 6'x&' UAXUA ULF OR FIBER 'lESH ON , d 3 I/1' CONC. REIN. W/ 6'x6' ' -- PAVER — 6-MIL POLY ETHYLENE VAPOR d ` WL4xW1.4 HALF OR FIBER'ESH ON BASE BARRIER ON WELL -COMPACTED -�- 6-MIL POLY ETHYLENE VAPOR 5 MBAR ON S. CLEAN TErd`11TE T�A7ED FILL FOOTINGTE SRRIIEIRON R UELLB-COMPACTED CLEANI:_0 PILL 4° 4' CHAIRATED S BEYOND }- EXTEND FOOTING (0 5 REBAR ON CHAIRS - O 4' 4' 4' 6' RECESS FOR PAVERS GARAGE STEP-UP IAJDER PAVERS m O -m (2) 5 MBAR ON CHAIRS NON -BEARING r ac LE: IR .r-m' �� GARAGE DOOR FOOTING V SCALE, 0,4-0' PAVER RECESS � @ ENTRY DOOR \J L idSCALEz 1 '. O 8' VARIES a. SEE MANUF. PRODUCT DETAILS 3' 3' FOR REO ABED SIZE AND DEPfI Z O= RECESS FOR SAD. TRACK w VARIES a - LL' FNISH FLOOR l0 5 REBAR SET N SIMPSON HIGH d W j Z STRENGTH EPDXY 6' ET'IBED. MIN. (2) 5 REBAR • I -STORY C3) 9 REBAR • 2-STORY OUTSIDE MBAR TO BE \�'VA"VAA�jY/1 "-".��-/\�/j�/ j\�% a CONTNUOUS V\���AiA�A VAA VAA VA VAA VAAV�VA�/VAS/V // \ \ /A6-MIL 3 IA' CONC, SIN. W/ 6'xb' UAxWIA IIAIIF OR FIBESPIESH ON d . POLY ETHYLENE VAPOR ON WELL -COMPACTED ° L O CLEAN TERMITE TREATED FILL U 2'-I' MIN. LAP to SHOWER RECESS FOOTER SCALE,?O-V 11 SLAB AT S.G.D. SCALE, 1'4-0' TYP. RETROFIT FOR OMITTED DOWELS REBAR LAP A E: 1/2'.1-0 AT FOOTING B SC LE: 1/2'.I'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELIE E d a �e L " CLEANOIT REQUIRED FOR P48MCTICN Z ' F ° ' �. N 0'-0' FIN FLR -� (1)5 VERT. DOWEL Ir LAPPED W/ BOND BEAM TIE VERTICAL MBAR lU 5 MBAR AT CODERS W/ 25' LAP MIN. - a. TO HORIZATIONAL a` -a.< REBAR W/ 10' HOOK m0 TYP. REBAR LAP HORIZONTAL/ VERTICAL `riZT LINTELCORNERS REINFORIT NG 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 �INIII II �omemomm� E E 0 SUBDIV. & LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APSE 1 5 4/15/19 SCALE: 1/4"=V-0" 1 „ I SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM A$ NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R505 OF THE FBCR, RE -ENGINEERED , 6TH EDITION (2011) GABLE ROOF TRUSS ❑ p0 NOT EXCEED � ❑ DO NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES' DRYWALL J' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or J'x4' MIN. ❑ P.T. Ix4 or 'x4' MIN. (4'-0' O.C. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT OVER 4'-10, HIGH DOOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW ' TEXTURED CEMENTITIOU5 COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING (AS PER TRUSS ENGINEERING) PER MFR'5 SPECIFICATIONS EACH ENE) and Q 18' O.C. MAX P.T. Ix4 or'x4' MIN: mm (PER ASTM C926) OVER PAPERBACK PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/V x 5' S ' TE THRUCON (MIN. EMBEDMENT I ') 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN rb SIMP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (A4 Or +Y¢”) WINDOW TO BLOCK (+3") 8' FROM EACH END and IS' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT lU DRIVE PIN 8 FROM EACH END and METHOD PER 'NAILING SCHEDULE'; (6' MIN. EMBEDMEN7 32' O.C. MAX) DOOR JAMB TO BLOCK (+ 4" or +�¢") DOOR JAMB TO BLOCK (+3") or SECURE GABLE TO 2x8 P.T. PLATE A A A A A 4A 18' w/ 12d NAILS m 8' O.C. MAX ` MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 W ONT. 2x4 RAT -RUN ATTACHED 70 EACH MIN. EMBEDMENT I J' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 9 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS - or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: 29 COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)" TAPCON C926) OVER CMU-- - (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED' ❑ p0 NOT EXCEED' (MIN. EMBEDMENT 1 J') 8' FROM EACH 'GYPSUM BOARD OR J' HIGH STRENGTH 8" CMU BLOCK 8' CMU BLOCK END and 6 18' O.C. MAX CEILING BOARD DRYWALL DRYWALL or ONC. FILLED U-BLOCK w/ (I) "5 P.T. 2x (I) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i I 'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18' O.G. MAX SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING DOOR CASING tENT � OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHBDULE FOR ATTACF� DOOR CASING MIN. HEAD 51ZE.300 I DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS S' FROM OOR JAMB / WINDOW MIN. EMBEDMENT ' SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and g 16' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'5 SPECIFICATIONS) P.T. 2x6: MEKI INSTALLED PER SECTION R505 OF THE FBCR, rr NOTE: SECURE TO BLOCK w/ (2) ' TAPGONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or �6' 055) END and 9 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 48 w/TAPCON MIN. I j' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE') (2) DRIVE PINS, 8' FROM EACH ENE) and RE -ENGINEERED ROOF TRUSS 10 IS' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. HEAD 61ZE MIN. EMBEDMENT 0 SHIM AS NEEDED 4F TO PLUMB JAMB. SCALE: r=r-m" METAL DRIP EDGE— ' 'GYPSUM BOARD OR 1' HIGH ll DO NOT EXCEED' P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPCONS VENTED ONG. FILLED U-BLOCK w/ ' DRYWALL - NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 9 18' O.C. MAX ER PLAN (SEE WNDOW/DOOR JAMB BLOCKWs CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT' OSB (4' WIDE MIN.) 70 PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED �' l2) DRIVE PINS, 8 FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW g IS' D.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 6' CMU BLOCK MIN. SHANK SIZE .I45 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300 P,T. Ix4 orq'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I' NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE R SCHEDULE F JAMB AC MENT P.T. Ix (4' WIDE MIN.) —BALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN lR-VALUE PER ENERGY CALCS) SECURE 2nd 2x 70 STRUCTURAL PLACE SILL (PER BLDR w/' TAPCON MIN. I" EMBEDMENT INTO BLOCK MEMBER wl (2)12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ lU' TAPCON 7 ' GYPSUM WALL BOARD EACH END and 6 IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH I' TEXTURED CEMENTITIOU5 I)15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) ENE) and a 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 5 NOTE: or DRIVE PIN, 8' FROM EACH ENE) and C51 26) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS 9 I6' O.C. 4C THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 ROUGH 6 w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SITE 300 OOD BASE MIN. EMBEDMENT I J" LT NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 „ TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) P.T. (2) 2x6: Em CONCRETE SLAB ❑ DO NOT EXCEED scALe. I.m 4G SECURE TO BLOCK w/ (2) ' TAPCONS (SEE FOUNDATION PLAN FOR SIZE I (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 6 18' O.G. MAX XTERIOR WALL FOOTING J' 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 WINDOW/DOOR JAMB BLOCKING SIMPSON HT520 w/ (10)10d NAILS TO TRUSS 4 9 18' O.G. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix l4 WIDE MIN.) (4J 'X2 II' TAPCONS INTO BOND BEAM -ENGINEERED SNGLE STORY SCALE: 3/4" =I -0" � d MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1' BATT INSULATION ADHERE[) TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'5 SPECIFICATIONS UPLIFT UP TO 2350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) 51MP50N HT520 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 J' TAPCON5 - P.T. (2) 26: RE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BONA BEAM 8' THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'5 SPECS SECURE TO BLOCK w/ 6�' EACH S (MIN. EMBEDMENT I a) ' FROMM EACH b, w/ TAPCON MINI EMBEDMENT INTO BLOCK END and 10 18' O.C. MAX TAPCON5 MIN. or OPENING 22' x 30' MIN, t CASING AT SIDE WINDOW TO BLOCK (+2 � 2' COVER (2) DRIVE PINS, 8' FROM EACH END and SOD ) ATTIC ACCESS 1 „ 2' APART a 18' D.C. MAX 3 SCALE. Nrs NOTE: ATTIC ACCE65 WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /¢) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP, 4D MIN. HEAD 51ZE 300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: r=r-0' S SCALE: N.T.S. MIN. EMBEDMENT 1 J' 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.abdesigngroup.com AA #: 0003325 r � ��a omouoo� SU33DIV. 8a L,OZ OAKLAND LOT 53 MODEL: 1833 F1833- 01 PROJECT#: R5025.053/0000 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MR15/�j DAT, :/ 4/15/19 SC -- 1/4"=1'-0" S EET D2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE fib' O.S.B. orY' COX PLYWOOD - ad RING SHANK GUN NAILS tv 4' O.C. e SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS 9 6' O.C. m INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 9 4' O.G. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL %8 CDX EXTERIOR PLYWOOD or'/z APA-RATED 0.5.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS 9 4' O.C. Q SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 9 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS e 4' O.C. EDGEWISE. TOP CHORD BLOCKING 0 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES ® EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS Xe 0.5.5. or PLYWOOD or Y*' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 0 4' O.C. 9 or RAFTER —\\ PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RIWG SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 V .131 110,000 RING (16-20 RINGS PER INCH) ROOF SHEATHIN I T BUILDING LENGTH a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 0 z 0 8d RING SHANK GUN NAILS a 4' O.G. TOP 4 BOTTOM EDGES . N Z o Sd RING SHANK GUN NAILS is 6' O.C. IN FIELD A 4'-0" MINIMUM OVERLAP FOR TOP PLATE SPLICE 1 j SECURE TOP PLATES w/ I&d COMMON NAILS a 4' O.C. N �7 a: — 2-ROUJ5, STAGGERED Z ? TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING u (0,5$. TO BE STRUCTURAL GRADE) N 0 C z W 8d RING SHANK GUN NAILS 9 12' a z 0 `4 O.C. IN FIELD N Z W or a ad x 3' SCREW SHANK BALLISTIC NOTE: a o o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' N o NAILS is 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL Z a >e SHEAR WALLS. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL FOR WALL SHEATHING TO ALL EXPOSED MEMBERS (0.5$. TO BE STRUCTURAL GRADE) SCALE: 3/4'•I'-0' RE -ENGINEERED GABLE TRUSS NOTE: f DIAGONAL BRACE is CENTER OF TRU55 SPAN or BLOCKING BETWEEN HIGHEST RIDGE. /-----72x4 TRUSSES AT FIRST (2) BAYS + DIAGONAL BRACE TO BE isANY SPAN 15'-0' OR (4'-0' O.C. 9 SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP "2 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS m EACH TRUSS (DIAGONAL 0 0'-0' - 30'-0' USE (1) X-BRACE X-BRACING TO COVER 5-TRU56E5 r 30,-1' - 60'-0' USE (3) X-BRACE ., (1) X-BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END li I STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL C WEEP SCREED SHOWN w/ CMU (FRAME CONDITION 7B r, SAME X-BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING H TRUSS w/ (2)12d NAILS is INSTALLED g MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=I'-0' or 10'-0' O.C. MAX A R C H I T E C T S e/Design GroulTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com 164 AA #: 0003325 r 1 �numni ��oam000m� svBDIV. 8e LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA APR 15 DATE:' /15/19 SC :1/4"=1'-0" SON VTCR of -ING (1) 6 EA 6'-0' O.C. M. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'_ V-0 SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ro-i �L Im Ecl CI L —SECURE 2x6 MIN. TO BLOCK w/ (2)Y" x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'4-0' 19 PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS m 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOE) STUDS SCALE: 3/4'=l'-0' r-PRE-ENGINEERED TRUSS " GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 %a' METAL STUDS (25 GAUGE) s 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 0 12' O.C. 3 Via' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ ICd x I' MIN. MASONRY NAIL w/ WASHER 6 32' O.C. MAX. ONCRETE SLAB le E FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=1'-V ' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C92(o) OVER CMU—' CMU BLOCK ,-WEATHER STRIP MOLDING UND (PER MANUFACTURER'S PEC� ATIONNS R o' GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) I' MIN. SLIDE RHEAp GARAGE DOOR (BY OTHERS) ROOM ALVNIZED 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.abdesigngroup.com AA #: 0003325 �"IIII"II Lm_ovo■�mo0� QE U E 0 s C SUHDIV. 8e LOT: OAKLAND LOT 53 MODEL: 1833 F1833-01 PROJECT#: R5025.053/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 15 2019 /15/19 8CA ,A:.1/4"=1'-0" 1 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX15T5 BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 16) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION I' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL 8' THICK, 3 COAT CEMENT PLASTER WRB LAYER'2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED e1" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING TO } GAP MIN, PROTECTED FLASH TAPE 6' TO 8' 6' TO a' MIN. MIN. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.TS. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION m mi TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER A5TM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU lic G SHEATHI WRB 11 TAPED T SHEATHING w/ WI 02 OVER TOP. Wf *2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN, HORIZONTAL LATH & PAPER DETAIL SIDING 0 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SGALE:KTS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED — STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.TS. NOTE: APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' o VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 z (FORTIF15ER BUILDING PAPER OR 70 APPROVED EQUAL) METAL LATH X X X X STUCCO a 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S 4Design GR U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � I�I"III"'I Lq�0o0v�m0� E y E L SUHDIV. ec LOT: 0 AKLAND LOT 53 MODEL: 1833 F1833-01 PROJECTji: R5025.053/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ?G1� DATE4 4/15/19 I SCAT :4/4"=V-0"' SHE�E��T� VV AI $" TRICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT i SHINGLE ROOFING DRIP EDGE: OVERLAP 311 1 EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 Y" ABOVE 5HINGLE5 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER �EdCfjkw FASCIA WRAP KICKOUT DETAIL 5 SCALE: N.T.S. A " �"' `:ECEIVE 1 COAT OF SHER-CRETE 'cNCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON (PER 3/WA1) APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT Q PENETRATION V SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 8 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY15LEND FOAM ("GREAT STUFF" OR SIMILAR) / �FL45H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 "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 #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )/4" SEALANT e JOINTS ALL AROUND s" THICK, 3 COAT CEMENT PLASTER ,1ETAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT FRAME) OVER "QUICK FLASH' V A SCALE: N.TS. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" SENT PENETRATION SCALE: N.TA WOOD SHEATHING WOOD WRB LAYER 11, CONSTRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER 021 WOOD ' FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8° CMU11 APPROVED EQUAL) jAi 8" THICK, 3 COAT CEMENT ° WOOD FRAMED PLASTER WALL %s" TO I/8" MID -WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREED HORIZO (FRAME TO FRAME) =WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH TEXTURED FINISH @ WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 7" O.C. MAX $ %s" TO %` MID -WALL WEEP SCREED �(0" WIDE STRIP SELF ADHERING FLASHING, CLEAN �_TEXTURED MA60NRY BEFORE APPLYING FIN15H 6 MA50NRY ITAL WEEP SCREED FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FL45H 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e ALL SIDES DRYER VENT (BLOCK) V DSCALE: N.TS. 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 ASTM C 1063-12A 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. WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103.11 / A5TM C-841-09, MIN, 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 WA EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: NTB. (FRAME CONST) A R C H I T E C T S Design GIfou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � umnN r0000mmmo� E 8 E O �t m L svBDIV. a� LOT: OAKLAND LOT 53 MODEL: 1833 F1833- 01 PROJECT#: R5025.053/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 5 DA n 4/15/19 sC :1/4"=1'-0" 871EET� VV A2 WOOD SHEATHING WOOD CONSTRUCTION 4' HAT CHANNEL W/ Sall TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL)' AMICO AMC (o-WFWC-i80 - CU5TOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER AM(o6-WFWC-780 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) x �I 6" SELF-ADHEREING FLASHING n. WRAPPED 'a CORNER OF CANTILEVER niK GAP x :AMICOAMro(o-WFWC-100CU5TOM �-- CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 8 STICK) 6" PEEL 8 5TICK 6 DRIP EDGE TO DECK I y"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6 PEEL 8 5TICK o DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK 1 12"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS V' GAP FOR BACKER ROD 8 5EALANT $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD ,*,COMPONENTS PULLED 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 112 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a_ WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 2ll MIN. 5PACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD 4 5EALANT NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #I 'WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P05ITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 1 1 L� SGALE: N.iS. Y" GAP FOR BACKER ROD d 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 8 5TICK) PEEL 4 STICK t--DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR �3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,/1/2` MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90- VINYL (OR APPROVED EQUAL) CASING BEAD 112% Y" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 8 5TICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 wCOMPONENT5 PULLED APART FOR CLARITY Icy WEATHER RE515TIVE BARRIER #2 ill THICK 3 COAT CEMENT 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE550RIE5 ONLY) ;BALCONY DRIP EDGE INSTALLATION IBQ(AIENTS a PLA5TER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLA5TER CORNER BEAD FASTENED TO 514EATHING 'a I" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER 112, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @FRAME 12AE: V.S.N.i CORNER BEAD (FASTENER 8 SPACING m T" O.CJ CMU 5/a" THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1 L. 9GALE: N.iS. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER *2 6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK I y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 %" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,/2" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" 5ELF ADHERING 4 FLASHING / 1 Y,2°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y" X 3" 2C GA. GALV. METAL DRIP EDGE J SET IN FULL BED OF 5EALANT,Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (51HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ " L" FLASHING A R C H IT E C T S Design GrouisLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nNm�. SUBDIV. Z LOT: OAKLAND LOT 53 MODEL: 1833 F1833— 01 PROJECT#: R5025.053/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTE STATE OF FLORIDA1 APR 1 5 2019 DATE,,: /15/19 SCA7LE. 1/4"=1'-0" • _ _ I I I I I II I I WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, S' (OR APPR01 WRB LAYER #2, FORTIF15E PAPER (OR APPR01 r $" TH CEMEr (011 SELF WINDvw rL_, ri=_ CASING BEAD C WINDOW (FRAME, NO BAND) 1 JH SCALE: N.TB. WOOD CONSTRUCTION BEYOND WOOD SHEATHING 5 WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER 02 16 X I y LAP SIDING W/6 REVEAL (o" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CASING BE SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 516" X 7 y" LAP SIDING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 7' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%$" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %a" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 �TUCCOWRAP > EQUAL) dG FORTIF15ER R (OR JAL) R WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING METAL LATHif WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER ' PLASTER BUILDING PAPER VINYL (OR APPROVED EQUAL) x (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH /v"SELF-ADHERING FLASHING IEXPLOpED $° 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 #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o"SELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE RAME, W/ BAND) @�ALEQ TS. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION k. INSTRUCTIONS ( " SELF -ADHERING FLASHING �GALV'D METAL IT FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #I TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 GALV'D METAL 7' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING (0" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 01 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO E Qa WOOD SHEATHING /�� SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103,11 / ASTM C-841-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -Ya' GAP TYP CASING BEAD TO WINDOW $" THICK, 3 COAT CEMENT 4' GAP TYP PLASTER IX TRIM MEMBER a STUCCO CASING BEAD TO TRIM METAL LATH TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #1, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 14 SCALE: N.TS. ! CROSB-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER f; I (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW I=OR CL:4RITY) 1 J CASING BEAD C RAISED BAND (FRAME) SCALE: N.TS. METAL LATH /SEALANT WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME a I — \--WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2, lW/%" FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP UEZ BEAD WINDOW CASING 7WALE:KT.S. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (0i" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 �u mNi SUBDIV. 8e LOT: OAKLAND LOT 53 MODEL: 1833 F1833— 01 PROJECT#: R5025.053/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrTECT. STATE OF FLORIDA am DATE: //15/19 SCA :1/4"—I'-0" CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WE) STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u 5CALE: NTH. (FRAME) APPLY OSI FI2U (OR EQUAL) SEALANT a UJINDOU)/CMU JOINT. FLUID APPLIED FLASI-IIWS (PER" I -A -BARRIER OR AAMA 714 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY FOLD -UP t SECURE HOU5EWRAP (C �P UNDER) at HEA FOLD HOUSEWRA IN AT JAMBS 4 SIL SLOPE SILL R.O. Ti EXTERIOi INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING 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 OILF u NOTE: I. IT 15 THE CONTACTORS RE5PON5115ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 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 (0" SELF -ADHERING G OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/a" NOM, CONTINUOUS BEAD OF SEALANT AT JAM55 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 " MIN. TEXTURED %EMENTITIOUS COATING )VER BLOCK USEWRAP DOWN & DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTI( APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g" MIN. TEXTURED CEMENTITIOUS COATINIi OVERFRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 "1 Jul t/ B" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S GDeson ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �iNmun �omeeaomo� L:�8 E 0 SUBDIV. 8a LOT: OAKLAND LOT 53 MODEL: 1833 F1833- 01 PROJECT#: R5025.053 00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR V5 2019 TE: 4/15/19 If SCALE: 1/4"=1'-0" 1 SHE�ET� �� V V A5 ROOF PLAN ELEVATION "0" SCALE: 3/16 = 1'- APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8rr ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (S) HUS26 © HGUS26-2 QC THDH26-2 EQ HGUS26-3 EQ THDH26-3 QD QD RT16A (D CONNECTION BY BUILDER FILE COPY REVIEWED ❑ REVIEWEDA '+ TW REVISE & RESUBMIT ❑ REJECTED/ RL� )H1,41T ❑ NOT REVIEWED ❑ FOR YOUR INFORMAL ION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only.. Notations Do Not Authorize Changes to Contract Sum Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction compatibility of materials and materials coordination of mau work with other trades and subcontractors. p Trance if work in a safe and satisfactory manner an0 ull compliance with Me Contact Documents. GROUP 00 5 F' 8" BRG. —8" 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. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER. PULE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATICNS. SEE "BCSI-BW Summay Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAILNG & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TA). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP 04MM THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MRFRS(low—rise)/C—C hybrid Wnd 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 Helghl : 15 N. Brim M Bleddy Shuct Ena 176MI 2590 N. K NGS HIGHWAY FT. PIERCE FL 34951 (772) 464-4160 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COMPANIES, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ,nn un /I, n i CUSTOMER: -- t)Lr\. DESCRIPTION: v ;S: Plan — 1833 Elev. D A scale: oATe puwN er: aumnc mrulm+: o ISION: Oakland I ake 3/16"=l'-0" 2/01/2019 I dh0 tau oA-Lin-�