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HomeMy WebLinkAboutPLANSREVIEWED FOR CODE COMPLIPiiINCE ST. LUCIE COO INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES ° 1 FOUNDATION PLAN 22 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX O O— O 1 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FORS 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS e 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 DESIGN UNDERLAYMENT FREEZING ANNUAL ItHk effects' CATEGORY` Weathering depth" Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP' LOAD (mph) N/A 160-C N/A Negligible N/A Very Heavy 45 N/A N/A N/A N/A ATE D DESIGN CRITERIA: SQ.FT. CALC.'S 01 CONTROL ROL D • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES m DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R S Q . F 1 . CALC . S a.. • CONSTRUCTION TYPE - VB*'- •MIN. INTERIOR FINISH - CLASS C IST FLP, LIVING 1,452 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 1,452 50. FT. RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C ENTRY 19 SQ. FT, • 1—STORY RESIDENCE — GARAGE 393 SQ, FT. • 2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL I,aG 4 SQ. FT. • STATE OF FLORIDA i*AT10 18 SQ. FT. CERTIFIED BUILDING CONTRACTOR: CU51C vOLUrIE LIVING 12032 SQ. FT. RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLO'RIDA (ELEVA-ION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO, 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR; CLARIFICATION. SCANNEC BY AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN 1e County [GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONS'TRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design rou IsLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdesigngro u p.com AA #: 0003325 11111111111 �sma000mam� E E 0 SUBDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/18/19 OC AT : 1/4"=1'—O" 1 REVIEWED C4'OE-Coc1C GENERAL NOTES 3. 4. 1.1 6. 7. 8. 9. 10. 11 12 13 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7.10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) Al SLEEPING ROOMS 30 Al ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) 3.1. ALL AREAS 10 C. ROOFLNELOAD� «« Cl. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) CA. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA El. BASIC WIND SPEED VOLT. =160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.S. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 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 RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE 'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY D€TAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL €XTERIOR 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 R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER 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-PERM€ABLE MEMBRANES INSTALLED WITHIN FLOONCEILING ASSEMBLIES, ROOFICEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702A.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4, GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, 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 APRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318INCHES 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 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIALAND 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 Yz4NCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE XGYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/r9NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3, 4. 5. 6. 7. 8, 9. 10, 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY, IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARINGCAPAC4TY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 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 8' LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557, 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 $'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY EAGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/a, 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. & ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N'TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606,211 OF THE FBCR, 6TH EDITION (2017) T 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, ACI301; 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 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.42 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25', 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH a" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER y'" D. BEAMS & COLUMNS: DA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 W, 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION, Z 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 EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 2Q-AMPERE RECEPTACLES INSTALLED IN LAUNDRYAREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS (NDS) 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.A. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO, A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 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' 088 EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE-1 OR 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 1/2' CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR 12 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY 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 ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BYSIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS 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" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 2Z 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 8137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. « PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. ' PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY. PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) « CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. & CONDENSATION LINES SHALL BE MINIMUM3/4' PVC (SCHEDULE 40), INSULATED WITH A" 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. NE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - 1 1A 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 71N. (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 GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Des' n G ro u LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003326 �IIII'lllll �0�000000J E 8 A� W E C C L SVSDIV & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00- 01 PROJECT#: R5025.059/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DD/AtE: 4/18/19 I $CALE: 1/4"=1'-0" 1 SHEET G T �j Nor Cg e1� F0 0:o009 %p soo�� c° v • � eocc SECURE STRAP TO CONC. W/ (2) 3/16'4' TAPCONS SIMPSON W5 ROLL STRAP OR EQUAL 3 /2' THIC< SECURE STRAP CONIC. SLA5 TO UNIT W/ (2) •5x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' STL. POLE ON 1/4'xb' CAA. BASE (2) 1/2'x6A$. II''a I� A BOLLARD DETAIL } 2 'VTR d KITCHEN Sit AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES womrom '-O" 10'-9" B 'PAVERS) a TYP. DI -3 I/2� 0 Em, HB DI n ■ ■ �p fIN. GONG. SLAB ■ ■ F I. Dl TYP. c 3 In' CONC„ REINED III/ 6'xb'-Up.4 x W.4 I ON 6-MI1 POLY ETHYLENE r nr---�I VAPOR BARRIER ON TERMITE 1 ■ A �� i I _ TREATED DELL -COMPACTED I ■ BA v 1 (] u n` CLEAN FILL rr _ - 11 ` ^� -' � II a I I III � I_ - o I i fii D1 v ut LL=JJ I' PVC CHA E ,--F --z, ■ I it FOR ELEC. i'x7�0'� i i •I ■ p ISLAND II I `�AN i LAY. >2 I I 8'-ell ii 6'-8" I" S'-I" 5'-I1" i �� i i 9'-C' II IILL j `IIOFT ri j II REF I i`J2/A'i A/Gi I r----r I r--n I I ix� i i i t W' fill DI r Dl ' Ln 3/4' _ CONDENSATE 1/2' CONC. SLAB r- _-- d" ■ I I ri"= 11 LINE —____--- I 1 I N TUB L J. EXTEND SLAB 1 1/2' A 4' , -------� N� W/C L� m A ; i GOND ■ I m BOLLARD ■ 21'-4" LAV. 18' 8" 3' 6° ■ I cp `9 A I �' 4 RECESS SLAB J r -PAVERS ■ N FOR PAYERS ■ -3 1/2' 24'x24'xl2' GONG @ B FTG. W/ (3) 05 3'-4" REBARS EA. WAY N Dl m ON CHAIRS MIN. D1 v 3' COVER -I- +■ (2-TYP) ■ PAVER HB. ■ I o �o� a I I.op.I DI DI I 4 S -61/2'* — J ■ ■ ■ ■ ■ ■ ■ ■■■ ■■■ 16'-011 8 101-0" 4'-S" 19'-4" 4m' -O' FOUND TIN PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Grou p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd esigngrou p.com AA #: 0003325 r �IIIII"III LgoOa�vaOOJ E V E cc SUBDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA bA,TE: �-/L8/19 GALE: 1/4"=1'-0" SHEET I OF 9 A R C H I T E C T S Design Groupp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII"'ll �om0v■o■ov� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 59) MO DEL: 1452 xxxoo-o1 PROJECT#: R5025.059/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA : 4/16/19 S LE:1/4"=1'-0" S EET 2 OF WALL LEGEND V-8' E5LK BRG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 0 I6' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/S3 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY ' WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UNA L0TT' S CONCRETE P.0, Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENT6 L-I Il'-4' 8/28-5-1Ia1/(UL PRESTRESSED L-2 4'-5' 8/22-64111/(OJL RECESSED L 3 5'-10, 8/16-5-MURO L L-4 4'-6' 8/24-S-(WK0)L L - 5 4'-6' 8/24-5-MU/(OJL L-6 6'-6" 8/24-641A IL L l 4'-6' 8/24-6-(IX ML L-8 4'-6' 8/14-5-(i,'U/(0)L L-9 4'-6' 8/24-6-(121ML L-10 4'-6' 8/24-54WKOR CAST-CRETE` LINTEL SCHEDULE L INTEL NO, LENGTH TYPE COMMENTS L-1 Il'-4' 8F28-I5/IT PRE5TRZ-5SED L-2 4'-6' SW2-054T RECESSED L-3 5'-10' 8F16-08/IT L-4 4'-6' 8F24-013/IT L-5 4'-6' 8F24-0B/IT L-6 6'-6' 8F24-15/IT L-1 4'-6' 8F24-054T L-8 4'-6' 8F24-0B/IT L-S 4'-6' 8F24-054T L-10 4'-6' SF24-054T L-6 PATIO 5068 SGD DINING W-8' CLG. Oyl I o KITCHEN a'-8' CLG. L-1 L-8 25-SH 25-SH O GREAT ROOM 8'-8' CLG. I I i 1 ii i i ii L. it iii BATH I o I BEDROOM 3 8'-8' CLG. FOYER L-5 r---r 8'-8' CLG. ------- L --- ' /38c BEDROOM 2 8'-8' CLG. O 25-SH L-4 EGRESS I'I ENTRY L-2 _�.( .'�. 8'•8' CLG. r. LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' L-9 25-SH EGRESS OWNER'S SUITE 8'-8' CLG. 2—CAR GARAGE 8'-V CLG. L-1 Ib'-0' X l'-0' 0HGD O A R C H I T E C T S 4Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro up. com AA #: 0003325 �'lllll"II �gmov�omov� SVBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXXOO—Ol PROJECT#: R5025.059/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA D ATE: 4/18/19 ALE: 1/4"=1' — O" SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 6'PRFCAST U-LINTELS SAFE LOADS (LIFE/FT) CnrrvC«...' GRAVITY OVERALL LINTEL LEM3TX m Be E SFIa DB EFI6 9B E£3m-OF SR4 0B 0Fa8 OB BF3a mB (ttFE OF LINTEL) &)S'IDEA E #12.IB $16 8 ByRm(B A�S4 B EVB B EF0L. 2'-a. TO 3'-6' (PRECAST) 2231 1041 6914 193-1 IB¢9 J069 tons 46 aY6 Fi , E 3 r 3B ¢ Lr-0 511 Ir 1D34 em REWOT) S'-T"iD 41-0'(F 1966 SIC 1541 P/914 11m9 1 15- 263 L4605 9 2 ¢ T99 l6 6-mc 6. 4'-1- TO 4'-&' (FRECAOT) ba, RIBS 4 4,1E_ 4'9- Will, Tall E612 v �2- 1929a 1 a93 36b6 4-'1^663 4'-1-TO 5'-4'(PR'ECAOT) 1211 3999 L53bb 10e: 21090 e5 9 ,'Ll D31 309., "IT, 5'.5' To 5'-10' (PRECAST) last 61 26:2 1 360 -A68 693E lar,, Wra a 211 4s9 93i 4_63 5 5'-I1- TO 6--b- (PRECAST) _& 16o 0 _ 193 4 =5 85 9m8 @JB 011 - 2nT _ -T34: 6'-7 TO l'-6' HFIRM T)) 14y 'O, ifI'll_. ills 661 I1.5 896 6BI .6 _ 3 6 61 LWl 6412 2d3 -bill._ 1'-1' TO V-4- (FRECAST) 004 699 I60 s ,aF 04 4 2564 e6 NO. 639. _ _ ]911 2111 - lb_ - 9'-5- TO 10'-6' (FRECAST) 4l5 el ----- - 1�2 53, .-9 Imb - - - a999 1 21s a46 1z - 3Brs 154 10 -7- TO II'-4-(PRECAST) Vat 54m _ 995._ 66 B-u 's4 - B46 I 1423 -sa+ 1IS, - DI'!l 4=Z - E1 II'-5'TO IRE'-m'CrT[ECgaT) 33l 4ll - 1 l55 O1 - _ RI'.3 RSN e :69T 315. 316 12'-I- TO KI.4 (P�OAST) .�6 - [ m 15 42-, e & '0'63b 'sib 2BB3 _ Gee 1,6 9¢ 13'-5" 70 14'-m' (PI ECAST) 219 ;mm2 NR 3 .6 a \4- \R 2"d1 263¢ Nk VS 44-e Try \R 9M T014'- B'(PiRE8TTE69ED) NR 45B R NR 59a aOK \R R - "I 2 x N6 Ve , 14'-9'TO I5'-4'(FRESTRE88ED) NR \R \R -- N, Hk u2 SIS5 \R M1R NR 15'-5'TO IY-4'(PRE84E88ED) NR ai'p Tl 959 32 6 \R Ic:9 ,041 1 HR IR n'-9'TO H'-4'rPREeT,�89ED> NR 2-15 42P.- T.R 'NR -_ l50 63l 'e2 \R Isi5 6 NR V� Is -5. TO 21'-4- (FR£STRESSEO) NR IB I X 595 _\F - ' : '14 64o I IF 1359 TGIF Y. N4 \'E M1R NR 21'-5'To 22'-O'(PRE&TREs9ED) NR ---- T-R T.104 gal 1285 16 ills 99 ra aR e NR HR Ne - NI Na 22'd'TO R4'-O'(PREaTREBBED> NR I`129 :90 45D b54 BE4 II 122e GAFF I HrAMA (I 0.FX-) A'PRFGAST 11-1 161T=1 A -IF1 LATERAL OVERALL LMTEL LENGTH ul IT 312 IT Brt r r Br'-r SUS as Ro"u -e=6-zr rkla z i aF,b a ¢ r 9 (TYPE OF LINTEL) r re :i eF .r '669 2655 Pl _c(. 5_ 01J� lfmi 115W 2'-B- TO 3'-6-(PRECAST) -1569 260 3i3 49 SEb 6132-�� 1901 1m25 1014 '363 ©5 :.G 69 9 3'-l' TO 4'-0' (PRECAST) - A,3 zt1 RIbD - -65 451 - 3 _ 765 163 1909 L 20 m I IDS 4c. I 9 4'-1- TO 4'-6- (PRECAST) Al _ 2 43 Rl4^l L 3 WOGS ' 1 all,ENV sat Sill 1013 I014 Il -l6 69 39 E 4'-T't0 5'-4'(PREC40T) Il T316 630 390 1 61 00P m 411 411 T43 3 6 4%'R - 5'-5' TO S'-10' 0,FbacAST) al " 0 10S 84® 339 616 bl m1 B66 9 T _H1l B35 I'll IT1 5'-II' 10 i'-6' (PRECAST) - 4m B6B 1 ail .1 1311R 9mT 91 49m 12T 6'-l' TO T-6' (PRECAST) Lae Ibaa 0 2a 166 £ .,2a lT S➢O 4R4 B94 363 591 Y-l' TO 9'--0' fPRE<A9D 691- =+A I - 0 IAI& IE f 196> z6 a= 'd 1 - �J 1S9 n o sill 324 SIR 230 9'-5'TO Im'-6'(PRSCAST) 53Ci -�_ e3+ la0 lL 2 IT63 5¢m Im9 2T -I¢42 2,L • 53 _l6� 2" AV I" 10'-T TO II'-4-(Plan 260 Will 154 494 ,1E m4 13 Y1 %,4 196 26 11'-5'TO 12'-Q'( =C48i) 41P+ (e sm 9Lm BDa 6 Isle 1-%Y 3 244 40] 13l H'-I' T013'-4' (PRECgOT) . 436 v 460 166� I O � .. 16�J RIT 324 Ilm 806 TO I"0' (FF£cA5T) 4 5 l'151 196' n92 182 205 293 ISO 239 6 I51 14'-I' TO 14'- &'(FRE9tREEBEDi 14[+> : _t . 6: �_i"� hF,. -5 6 _� _ '. v- I' NR 2B4 %I 14'-4'TO IB'-4'(PRE0TRE88ED) -a- NR ]as 23 6 'IG 9J8 4cPl 166g' o 6 TO Il'-4' (PF£6TRE9sED) - r 40 O _ �,a I 11.i1 1� _ -Tn 1J NR 1 64 TO V-4- (PRESTRESSED' - _ NR r40 92 0 1 69 2P 1 = T T11 -,A u 6 El- 19'-5'T021'-4'(PRESTRESSED) I@ 2 2 9 IT _ _ n _01 4r 1 _ID49 NR N6 42 RI'-6'rO ui-D'iPRESTEasED> j1 63m N B m 1 _ 3 1 i66 5 680 "2 4r 661 _ 'ill 22'-1-TO 24'-O'(PREbTRE08E0> LlS 606 6 NR 91 30 iR4 202 3N A" PIPFcd4T HI/9"RFGFSS nnnP U-1 W Ic 5 GAFF I GADS (LBS/PT) ' GRAVITY DV RALL LINTEL LERsTH walft BRPIB-0 a 9 2,E 26 9 kcJ¢�o (TYPE OF LINTEL) SR126 n49 9905 3200 p'I�IB Bi 4349 22 Iv .4d Zv':6 16 6 FF'/p� B TO 4'-4' (Fill 1635 1590 9mb5 2992 6639 .,66 8969 494 5- 9 9 I9a93 24 a'-9' TO 4'-6' (PRECAST) 1494 ''nN YIIO m6 I 697 - 5E60 i9 Ir 9 l OB93. 39r6 b'-T TO 5'•B' (PRECAST) Byg B59 1653� 6 16 V9 b3E '12< 6C O T, 11 3 = - -, e3 alp¢ 6'-9 To B -I0' (PRECAST) BID b639 6060 1 4m lqb 1113 246." 42 2 sal 16� 16 0, ie n l 14 I'll 'Gill ,01 le 5._ 91 m 594B l95 L 94 m6 - l5 Wm 49 3'6 4 '2 d. TO T-6' (PRECAST) sat l65 143_0 a459. 31 6 1153 5143 9 e'9d 91 ¢a ,- 466 99 6� 1'-1- TO 9'-a' (PRECAST) 411 526 999 156B6 3 9 LEO - Sall 8-PRECA5T W/2'RECESS DOOR U-LINTELS HM=E LOADS (L59/FT) C IIFI FT OVERALL LINTEL LEN TH BR--6- o:� e 4I IT KF 6 BL'= (TYPE CF LINTEL) BFF6- T I 595 &Eris ' r24 2 11 T J oA lFF b ,T'" 4 C .T. 616 BW6 RCM) 3'-6' TO 4'-4- (PRECAST) 995 , 6E6 I P 6 - n,: 9 T58 - 15l 1164 4'-5' TO 4'-6' (PRECAST) a _ 4. 9I 694 sea IDTS 4'-1' TO V-0' (PF'£CA&T) 6 s 11 nsI 1-4 - E 6 - 2 - a a2 3911 - -� -- 498 -, 407 .5 5'-V TO 5'-IN` (PRECAST) 656 B3 IW6 Ir- 2 EE9 3 -9 2 3,c" Ail? 302 3BI 616 9'2 i5 5'-I' TO 6'-8' (�CAOT) - 595 TBB 464 � C '66 ills l 153P 34 I'I�9 6 Z 21 L 6'-9' TO T-6' (RR£C48T) i¢L vs �c x I G 1 I 9..1 Is oB e¢ 505 614 363 l' '" TO 9'-B' lPRELA6T) __ l 310 410 2I4 6n,r -06 I 2E6 ASTM RETIC LINTEL SCHEDULE MAT OIALS I� I. ED 8' precast [Intel 4000 pal 2. f'c prestressed lintel • 6000 psi 3. Grout per A57M C416 f'e = 3000 psi m/ maximum 3/5 inch. aggregate 4 8 to II inch clump 4. Concrete Masonry Units (CMU) per ASTM CeO W/minimum net area compressive Strength = 11300 psi 5. Reber per ASTM 4615 grade 60 6. Prestressing strand per ASTM 4416 grade 270 low relaxation' 7. Mortar per A51f1 C210 type M or 5 GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long Motchea at the ends to accommodate vertical cell reinforcing and groutine. 5. Reference the CAST-CRETE Load Deflection Graph brochure For lintel deflection in Formation. 6. Bottom field added rebar to be located a the bottom of the lintel cavity, 7. 7/32• diameter wire Stirrups are welded to the bottom steel Far mechanical anchorage 8. Gast -in -place concrete mag. be provided In composite Ilntel In NOW Of concrete masonry units. e. Safe load rating based on rational design ana [gale pen ACI 316 and ACI 530 10. The exterior surface of lintels Installed In exterior concrete masonry wall& shall have coating of stucco applied In accordance with ASTM C-2E6 Or other approved coating. 11. Lintels loaded SMUIO neously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: AAII vertical loads Aof�ed horizontal [cad load S 10 Sa Fe vertical load Safe horizontal load 12. Additional lateral load capacity Can be obtained by the designer by providing additional reinforced concrete masonry above the Intel. See detail at right: Pin-1500pe1 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 1/2' CLR IF (2) 45'REEAR CR40 or GR60 5,4FE LOAD TABLE NOTES Inch I. All value& based on minimum 4 In 1. 1. For composite lintel halghts not shown, use safe nominalaring, beException: Sa Fe ]Cade 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 1/k FIChes, next longest length shown 2. N.R. = Not Rated e. All safe leach in units of pounds per linear foot 3- Safe load& are superimposed allowable loads. 10. All safe loads based on aimply supported 4. Safe loads based On grade 40 or grade 60 field span. rebar. II. The number In the the parenthesis indicates the 5. One 01 rebar may be Substituted for two '5 rall percent reduction for grade 40 field added In 8' lintels only rebar. Example T-.6' lintel type bill safe 6. The designer may evaluate concentrated loads gravity load = 6412(R) w/ ISE, reductiaa 6412 from the safe load tables by calculating the (,85) = 5501 plf maximum res]eting moment and shear at d-away From face of support. TYPE DE51GNATION r F = FILLED WITH GROUT / U = UNFILLED r-OUANTITY OF'S 'REBAR AT 1 BOTTOM OF LINTEL CAVITY 8F1(=15/1T QUANTITY OF 5 REBAR AT TOP NOMINAL HEIGHT NOMINAL. WIDTH ■FEE 1-5/8'ACTUAL 8' NOMINAL WIDTH -05 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR 5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL C VARIES) SAFE WORKING LATERAL LOADS (FILE) B" x 8" LINTELS SAFE LATERAL LOAD5 LINTEL LIN TEL lFLF1 Total L--Jv Tate PLAIN UNIDO ,E0' Preal 9% 3964 3'-b' Rwet 198 231E Pecaet 044 1614 4'-6' Rene! 6% 1166 Fiscal 506 1163 5' -4' Recall 6" 1355 514) Ratset 543 in 611' Preceet 6M 1364 6'-6' Real 6n 175E 6'-0' Rene! BIB 121t TLb' Pretext 446 b% 11-1' Pratat 4is 594 B' -a Rateet 361 s14. B'-4- Fri 354 145 9'-4' P'swIt P1t 50 WS6' Recent Ig 453 II'-4' Pr.DL 19B bw 12'-0 Pi 64 549 m Rel 149 six P,..t 116 QW 14'-0' Rem( B9 EST 14-8' PsArsled NA 341 1'-1' RavaeaM NA 302 m-4' ProetTaead NA 20 Reeveletl NA n6 10'-0' Raba4esd NA B9 PraVeend NA EI X. RaWeaedd NA nm GF-V Fral NA NR =Not Reratlmentled LOTT' S � CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 UIIrW ..• AM F7,- 8/8-S-(l) #5/(0) #5 8/6-S-0) 0/(0) #s NOMINAL WIDTH/HEIGHT OF LINTEL r PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY Total Lamp GRNERAL NOTES: I. CODES LI. FLORIDA BUILDING CODE RESIDENTIA 6TH EDITION (2011) SECTIONS Olt 4 m6 L, ED R R6 11: BUILDING FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION CONCRETE SECTIONS col < 2101. 1A BUILDING CODE REO F CIVIL ENGINEERS FOR REINFORCED CONCRETE (ACI 318-08). L 4. CONCRETE: SOCIETY OF CIVIL ENGINE S MINIMUM SIGN LOADS FOR UI ING E R DE R B LD 5 AND OTHER BTRUGTURES (ASGE 1-10). 2, CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH ATDAYS: I.I. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.12. PRE -CAST W/PREST416 REINFORCEMENT-6000 P51 2.13, GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 24.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE I M.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6IS (GRADE 40). 2,& PRE -STRESSED STRAND5 ASTM 4416 1-WIRE, STRESS RELIEVED 210 K81 24 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 3IS, T9Ps Fiaceet P(Kdet natant Recant Retell Racaet Fraal Recut Peron Remo! SAFE LATERAL LOAD$ PLF) 6' DOOR W DCOR HEADER HEADER PLAIN SOLID Ill] 20t1 ISO Sir 861 521 I% t%fi 659 1165 650 TIT 504 %4 411 81 3% 664 2% Be TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PUT) 8 x S' LINTELS LMTEL LENGTH CLEAR $PAN LIMEL TYPE LMTEL all UIPILLED GRAVITY CAPGCITY GRAVITY CAPACITY G SL eOnO GRAVITY CAPACITY flESL (PbU UPLFI CAPACITY r55L (I)Ss UPLIFT CAPACITY (V5L 12,Y5u 501 EAR TOP BAR 1 W l-6' RECAST G)9 1 l2;V 4245 Islas 1605E 6u, 1�00 3L6' 21-1. Pill (2)It (2)R 2415 301 U31 4INS 4815 4'-O 2'-8- Ell (2)n (2)n KI 2171 2711 3356 335E A'-b- 3'-r FRI a)7 (39 11 2165 2165 2608 26M A-V 3'-4' FRI (2)1 (09 D32 1011 2011 2421 2421 5 4' 4-W PIRECABITill (D9 2)4 WO6 165 t 1651 IBW �I 5 0 4.6' PECAbi G)9 (D4 %0 142 3 1423 I410 1609 b 4 5'-e' PRCA9i (04 (2)R 140 115E n83 I]I6 1405 6 6 al FECA9i (D4 (L4 90 1232 In2 IIY, 1348 6 B 5'.4' RECAST ME G)§ 602 184 IN 1091 1295 l b" 1 W-2- PRECAST G) 4 G) S SIG 9511 SSI 525 1082 PRECAST (2)4 (11R 551 959 959 1B4 1041 S.O. 1 6'-6' PRECAST (2)4 (2)9 as 902 9D2 In 904 6 4 l'-0' CAST In 4 (2) 7 4a8 lei I %1 645 S21 9 4 B'-O' III M 4 (n q16. 176 R6 499 ISO FEC45T (n4 (2)n 354 so 616 35O 673 114 'W-0 PRECAST (2)1, 1 (39 35 561 all 3.1 bar W.O. 0'-8' FECAbT G)5 (2)9 2% 525 526 217 Sol 12 b 11'-2' Pill G)5 (1)9 211 498 4% 251 5u 19 4' 7-0' PfELAST (05 fR)9 255 456 4b5 24 441 14 0' 12'-B' PRECAST r215 (09 239 490 430 1ED BYa 14'-v S-4' PRESTRESSED (2) `4 (2)5 NBL 418 ail 230 416 IS'-4' 14'HV PRESTRESSED (2) Al (2)9 NR 319 ills 210 401 I-4' 16'-V PE511i (2)4 (2)R2 NR SW 2% 63 311 19.4' IV-0' PRESTRESSED (2)5 (2)9 NIL 1 274 724 191 254 20'-0' IW-9' PRE6TRESSED (1) 5 !1) 9 N 70l 1ST In 231 10'-O' PE61TE%ET) (D Is !D 9 NR, IT Rl 1ST 7B9 22'.0' 1 ]0'-8' PRESTRESSED GI) 5 !D 9 NR 164 Ka 11 100 BE 2*-0' 22'-8' 1 PRESTRESSED 1 (2)5 C) N.R. 132 152 184 Ib3 N2c-w,l lmuLi'a Deu el2l REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X is COMP QSITE LINTELS LNTEL CLEAR N="k' LM1E L TYPE LINTEL STEEL CRUDITY CAPACITY D I9L pl GRAVITY CAPACITY (nL flv5U UPLIFT CAPACITY flnL III ILENGTH CAPACITY ein- (2nU BOTTOM BAR TOP 50 ] O 6 (2) 2 loom WOO, WNNO 0000 FEOASi (2) 5 G 5981 W0 00 Mail10md9 4'-0' 2L8' FIRE I (2)5 (] 4167 WOw 8139 1 4'-6' 1 N-2- PRECAST (21R G 3211 9WI 65% bean, 414' 3'-1. PELAST 0)9 ] ]944 8414 604E lO=O 4'-0' RECAST G)9 4623 6431 4471 7041 5-W 4 6 PECAB f119 (]) 3115 3600 6430 b.1. S O RECAST Gil (D Q 4115 fll 41's 5 2 %2 4KII 6.6 6 ] RECAST f2Y4 (1J9 9934 3934 YBW 415 6 8' 5-4 PELA9i (2)4 (2)4 3119 3I5 1653 bills T b-] RECAST G)4 !2)R 2911 I91 103D 3D6O 1-B' v 11".OAST (2Y4 (L 1196 21% 1932 2931 IARECABT G)•4 (Vil ]%I 35BI 1154 21M 8.4' 1-0' PRECAST G)•4 (Dtl 135E 335E 60bl Ebbs 9 4 5-0' PFII (n•4 (2)1 EIRS B69 433 2ON W 6 9-1' PRLAST 2)4 (2)9 W2l an 541 Isle 11-4 10-0' PRECAST a;s (D P55 H% I% 15,4 n-O 10-6' RECAST G)5 (2)B% H% 60l 13I% 1 II 2' 1 PRECAST 0)5 1251 1267 634 n% 1-4 11'-0' PRLASi !L5 (9)9 144 1144 545 Ins 14 0' 12'-B' PRECAST evS MIS Ilea 1066 486 W2 14 B 13-4' i SBFD (2)4 EDV HI9 1419 del 902 IS 4 14'-O' TES%0 (2Ya G)R sill n91 411 823 ❑-4 N'-0' PE5iE6%0 G14 G)� 993 993 315 641 19 4` 18.0' PE6mE8% (05 (119 105 IN 260 513 20.0' IB`-B' FESTRE D fD5 S)9 IS, 12B 243 419 ILK 2e'-0' $1I1E%ET) (D9 (1)9 63 633 430 22 0 2O'-B' PE91E89ED G)5 (2) Sal %I SN 24-0 ]7'-B' FRE6TE08ED (2)5' Gl 487 481 bi 310 IABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) - 5" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPM LMTEL TYPE LINTEL 6TEEL GRAVITY CAPFCItt 4 flnu GRAVITY CAPACITY 11,9L lInU UPLIFT CAPACITY (115L 1115U UPLIFT CAPACITY fNSL (2)51 BOTTg1 BAR TC= BAR 3 6' 2'-2' PRECAST (Dh (2)•1 1b46 1N000 Immm9 bill 4 0' T-V PRECAST (1)5 (2)9 Baca 1 o 101 10000 4 b 3.1' FR CAST (2)`2 (2)9 414 100®® 61541 0090 4.8 3., RECAST (2) `2 (2)n 1DOW I838 1W 5-4 4-0 FfECA6i (L9 (Dtl e239 6239 10900 6138 WOeO 5 10 4-6- PECABT O 9 (D 4 5016 8109 4661 91a4 6.4 510' CART (n4 DT b152 6152 3a61 1142 6-6 V-2' Plea T G)14 1 (7)G 6250 6150 3645 655E 6'-1. 5'-1'PRICAFT (2)4 GlJ 5816 B9I6 344 6114 7w s'-P PRECAST (2)'4 1 ( 43n 4312 2636 45M T-B' V-4' Fill (D'4 () 12 4099 4019 2500 4 KB 6'-B' PRECAST (2)'4 it) R 31V 3130 7118 3809 8'-4' ire PRECAST G)'4 (n 3420 3410 10t0 3561 9'4' 1 S.D. 'F'ECA6T (2214 Mt 2T34 7134 16W 2B36 1V4. s'-0' LASTT G)e4 (2)9 2211 nil 1233 n% 11'-4' 0'-P FEOABT O5 0.`5 1954 1954 1031 Sol 0'-B' FECABT l25 (35 1115 I119 90 1625 II'-T PRELACY (35 e2)9 166, 1661 ON rel 13'-4' 12'-V PRECAST (2)5 (2)9 15m1 1501 95 1414 14.0' R B' RECAST f2;5 f119 135E 1399 636 a23 14.8- B-4' PRESTRESSED a2l`l (39 1093 185E 561 1131 5 4' H-O' FESTE89ED (3)4 t) 1144 11 .4 16.0' PREbiESBED 014 evi D30 1330 411 S1 B-4 I80 NaTESBED G)9 ! 1 q INS 1053. 3M an 200- IB-V FEBTESSED a)5 (219 9l9 57S M 6 0 852 %7 213 54214' 22 0' 20-8- ' ED 151 1 151 261 SUIT V.O, 22'8 PE9TFE%ED G15 659 659 1 11, 47 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LMTEL LEN-4IH CLEAR SPAN LINTEL TYPE LINTEL. bill GRAVITY CAPAC17 (O15L em GRAvItt CAPACITY (!5L lInU UPLIFT CAPACITY OPSL eG IOU UPLIFT CAPACITY Al L Gnu 31011%' WUR TOP BAR T 10000 10000 10000 WOOD9 6 C46T (2)•2 G1.2 W&I 1Coal WOOS 4 V G)`2 (1J ✓e 6139 10000 l0 DOW 46 T ] 5 (D l Iowa 00SO DOWCAST 21� G) R f2J 4 53 *53 10000 %19 10000CAST Ills (2) 4 1656 DWO T051 1DOW E CAST Nil (21n 6231 10000 515E 10om 6.4 C T N)4 4)n 901 1=0 C64 9450 6 b CAST GL4 (2)n &in 10000 4181 8913 6.9' S-4' PRECAST (34 (2)7 81114 9401 4231 S420 -Fb b-2' PRECAST G)4 (39 W25 646 EA2 6411 l'-e' 6'-A' CART (2)4 (2)Q 5938 6014 3e05 6163 6'-O 6'-B' PEOAaT S)4 ( Ear 5%I 2�3 EPO B'-4' IU RE i G)n4 (211 All 031 ]SST Sobs 9'-W B'-0' Filia T S)14 (2)12 3126 3IN EN Seas III a-1' RECAST (D'4 (2)'1 3931 2931 1510 3025 11'-4' 10.0' PRECAST G)5 (7)9 ] 53 2%3 RIB 2604 W' B' LABi (2) 5 (D 9 2'A5 2305 1123 SRI 12 b II 2' PRE T (35 (2)9 341 2141 1022 7099 ID-4' 14 0' PIECABi (215 - G15 926 1966 %I 1821 14.0' n B PRECAST (2)5 -(-2) -9 ITS ilia 181 1635 Id B' 13 4 PESTR ET) (D'4 ( ZP6 2N5 653 nB3 II 14 V PE61E%ET) G)'4 (D'R 215E 215E 596 Ills ❑'-4' 16'-0' PE9TE%ED IUe4 (2)n 650 1650 464 916 19.4 O-v PESIESSED (v) G) 1310 1310 311 135 20.0' O B' PR6TR%ET) O)5 (D9 Ills Ills i/1 6% ]I-4 20 e' PR6TR%ET) G)5 (D9 ON 304 601 n-0 20-6' PRESTRESSED Ms (39 984 994 2n 5 24'-0' 2TEV PRESTRESSED (35 (])9 825 BId 239 473 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (S,nL (IAU GRAVITY CAPACITY (115L (115U IFUST CAPACITY flAL (Inu UPLFT CAPACITY (AL SAM 501101 BAR TOP BAR 70 '-w C DR Oil( 0000 3.W 2'-2i RINI (2) `2 10058 16X90m cable Oil 4-O T-W Ell a)R 10 Tall Was 10000 Nice 9.1' IFESCAST (09 (2)1 6001 WBm, taboo II 4-B' D-4' Pli eV`2 G)9 Has WON, 10000 10000 PRECAST 12)9 (39 5071 Oil 8365 W000 9 W 44'-6' Pal ai I3 (Dn TOM WDZO b8e6 10NN0 6 • 5'-V PRECAST G)•4 (DN I000® Wm00 5641 IIM 6 b' 5'-1. PRECAST G)•4 (2)1 10000 WS00 638- 10OOe 6.1. 5'4 PRECAST lv) (2)4 Saba WI 102,0 14' b'-2' PRECAST (34 (D=] 14OB 95El 3&B 1693 114. V-4' LAST (D •4 (Dn 1054 9'6B 3661 13]6 00' 6-1. RECAST (D•4 (2)� 64E 1891 332B 6661 8141 T-N' Fill (D•4 (D4 5%4 6wa W31 6051 9 4 Bra CAST (2)4 (2) `2 4%l 6 2355 KIPS 10-V 5Lr CAST (2)4 (2)R %% 3844 BDI 3663 II-4' '-V CAST (215 (39 Wall 52W 521 309E IT-0- W-B' PRECAST IDS 295E B36 2133 12.v II'-2' CAST Ms 039 B 2TB n11 24% 134- n 0 PRECAST (2)5 (Vis Us 246 W49 2160 14-0 n-e' CASs (35 (])5 121E nib 991 1961 14-e' B-4' RESTESN) 12Y4 2811 2511 Te6 1431 5 -4' H'-0' S1RE5%D Mat (2)n 26W 26W 663 1512 11 J' 16 ,0 PRSTREMED (D 4 () R 2023 ]013 516 1921 FYI' e'-0' FEBTE50ED (35 (2)5 Be" 1601 413 as ]0 e' I9'-8' FE6TE%ED fn 5 (D 9 N% µle 3% 163 21 K 70'-0' PESIRSSED (D 5 2)-3 Bob ON 330 669 'n 0' 20'-8' PREBTR65ED (7)5 12 pn 11 619 24 0' 22'-B' FRSTRE%ED f2)5 (39 I0H .WIG' 2s6 52T TABLE NO 7 REINFORCING: SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 5" LINTELS LMTEL LEW=TR CLEAR LMTEL TYPE LINTEL all PLAN GRAVITY CAPACITY GRAVIIY CAPACITY Di (Ift r.RAVrtY CAPACITY (Ift MAIN) WILF CAPACITY Ol (69U UPLIFT CAPACITY (InL Gil) 5PM BOTTOM BAR TOP BAR 6 PRECAST G25 (D q 1 513 1865 111 1420 2450 4, 18' PE T eV (2) 1! 1 IIN Ill W5 Vi III 4.6' 3 1' Pal( ) R 8I9 III B1 Has NO5 4-B' PRECAST PC46T (2) B (34 al "I ON III B% 11. 4 0' PRECAST WIS CIA 659 93e 93O 1114 914 5-10' 1-6' PRECAST el) IS (Dn 5T BDS, DOE 93a. 966 6 -4' S'-0' PRECAST () (D R 494 141 141 T6 852 6 6 5d' RECAST D 4l6 TH 1E TO B10 6.8 5.4' PSl • 450 699 BOB Bob I ISO 6-7' PECBUT ( (1 9 301 586 586 525 661 6'.4' R8CA5i (2)4 (7 315 56B 566 499 641 4 ()n 536 5% 452 609 1 (04 334 Sol 501 411 516 BOV PRE i 2)4 (2)9 156 AM 435 316 494 t14 9-1'i 2 4 (2)4 BAB 311 311 239 423 WLAST (2) (09 2B 315 345 NO 355 10'-W PECAT () a)9 202 2W 2B2 113 215 i CAaT S)5 ED 24d 243 Bl n8 T-V Fill O)5 W in BR B0 IW n'-6' PECA T (y5 lib ISO IN 15 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILL) 8" X 6" RECESS DOOR HEADER LMTEL LENGTH CLEAR SPAY LN1E1. TYPE LINTEL 67EEL WFILLED Vitt CAPACITY OAPA60 GRAVITY CAPACITY (151631 J GRAVITY CAPACITY (IM111 IIPLIFi CAPAOItt f1,52234 UPLIFT OAPAO U (LSL(2nU BOTtLMBAR TOP BAR 3- - T 2 2 I%0 1425 169I 4'-0' 1'-e' PE T (2)9 G)12 IBI H75 043 1663 111 Y-W' OAST (2) 1? G)0 1320 W Bbe ill% 5 1119 3'-0' PRECAST (2)� 0) S! %3 963 1730 n30 B% 8% 4'-B' 3'-4. CAST S I f0R BO6 OBI W81 L"b B 5'-B' 4W' 9T (D9 lD9 5% lib 846 I003 WII 6'-B' 5'-4' CA5T M-4 l7)•2 46 b99 bS3 68B I90 T-8' 6'-4' RECAST f2)4 2)D 375 %B 568 499 641 6'-8' T-P' PRECAST (2I4 2) 316 4G0. 480 3l5 546 9'-8' e'-4' FECASi (.. r, G)5 113 415 4B 791 Ott St.. GONCRETMG OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. HASONII DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AC[ 530-08. 3.�. MINIMUM MASONRY UNIT STRENGTH: FT1 ISOO PSI. 3' MORTAR 514ALL BE TYPE S. 4. STRUCTURAL: E RESIDENTIAL, 6TH EDITION (201U, SECTION III OR FLORIDA BUILDING 4:I: SAPE LOAD VALUES ARE BASED CJ LINTELS HAVING A BEARING OF 8' !WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING Gnu_D CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 13 v-(1) #5 CONTINUOUS 3 / 8•X18e KNOCKOUT BLOCK TOIL BARS: :�•I SEE SCHEDULE la Z--(1) #5 CONTINUOUS STIRRUPS AT 4'-0• cc OR WELDED) 7M BAR CHEDULE (PRECAST) 8/16-S-(I) #5/(T) #5 PRECAST 'g (1) #5 CONTINUOUS 313=-B"XlB" KNOCKOUT BLOCK j000 PSI GROUT FIELD) (PLACED IN TOP BARS: :�• SEE SCHEDULE �(1) #5 CONTINUOUS STIRRUPS AT 4'-0• cc OR WELDED) T�. 8/16-S-(l) #5A9 #5 PRESTRESSED ©3 34" TABLE No. 10 REINFORCINO SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL ENGTH CLEAR SPAN LIMEL TYPE LIN GRAVITY CAPACITY rmnL (nil GRAVITY CAPACITY nnL nnu UFLIFT CAPACITY nraL nreu UPLIFT CAPACITY rinL Gnu eoT oM EAR TOPbAR 3'-6' -4 Fill f) 2 4520 10000. 9% 10000 4'-0' 2.8' G5T (71R U.ln 3651 10bl0 1440 WOOO 4'-2' 2-I0' PRECAST GJ7 G)O 3306 5256 6143 10950 A-4' 3'-0' O46T (nil G)n Slil ONE 6 all 4'-8' 3'-4' PRC45T e2)5 -)9 (7)'R 256 6231 BOO III 5.V 4'4 PRECAST (1 ] 35 3010 32TI WW1 04 b'-B' S'-,. PRECAST G)•4 ] 9% A3fl 1159 t -e' 6'-4' PRCMT (D •4 1) 4 21M 2106 1645 )IDS B'-8' 1'-4' Fal (34 2'1 IM file 171 I1%3 B,-4' PIRI G)4 D 916 DIM 514 am A R C H I T E C T S Desi LL n ro u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 LIOvo0o0omvv& SVBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 )MOO-01 PROJECT11j#: R5025.059/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA G: 4/18/19 AT 3. 1 or 9 SQ.FT. CALC.9S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING ENTRY GARAGE 1,452 IS 393 SQ. FT, SQ. FT, SQ, FT. TOTAL PATIO 1,864 16 SQ. FT. SQ. FT. CUBIC VOLUME LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL 13RG. HEIGHTS 131;4. LOAD 5%. WALL NON-BRG.WALL COPONEdT AND CLADDNO WrD LOADS SAM WIND EXPOSURE FOR 3 SECOND OUSTS CALL i SWAM WKIDR WNJDR SIZE ZONE 160 MPH WILD FOOTAGE DE9KMTION WIDTH HEK*R 1 112 1(b'-0�'-0' 1132' 84, 5 26.09/ -44.03 OHG2 20 3068 DR 36' 80' 4 30b4/ -30.64 3 Il 25-SH 38, 63, 4 3231/ -42.62 EGRESS 4 11 E P5 36' 63, 4 3231/ -42.62 5 42 5068 SGD 14' 80' 5 28.14/ -51.09 6 Il 25-SH 38, 63' 4 3231/ -42.62 l Il 25-SH 36, 63' 4 3231/ -42b2 8 Ii 25-SH 38, 63, 5 30.64/ -51,15 EGRESS 5 Ii 25-SH 38' 63' 5 30.64/ -51.15 EGRE55 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND CRUST) VULT=160 / VASD=124 MPH $. INTERNAL PRESSURE COEFFICENT=+.16 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. Rs e Ib' O.G. CABINET SECTION BM wig FL 0R PLAN SCALE: 1/4 = 1'-0' ELEVATION "A" BM A R C H I T E C T S Design Grou LLC 1441 N. HUNALU HFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII Lv�mm0000o� E O V E 0 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 moo-o1 PROJECT#: R5025.059/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA !TE 4/18/19 *AT 1 /4"=1' - 0" 12 5tj (TYF) II�IRI�IRi�lll�ll � l�T BILE T10N SCALE; 1/4 = I'-0' ELEVATION "A" �0'-8" HDR. HGsT.h 1'-O 0'-0" FIN. FLR.oL .M 0'-0" FIN. FLR. SCORED LINE (TYP) _—TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) o0'-0" FIN. FLR, BRCS. HGsT. - '-0 HDR. HC=T, - 0'-0" FIN. FLR. - 5 5 OFF -RIDGE VENT ------------- TEXTURED CEMENTIOUS COATING PER (A5TM C92(o)(TYP)--- OFF -RIDGE VENT 12 5 \—TEXTOED CEMEt, COATINCs FER i 0326) ----- LEFT FELEVATION - SCALE: 1/4 = I'-0' ELEVATION "A' 5�— OFF-RIDGE VENT ---------------------- TEXTURED CEMENTIOUS COATING FER (ASTM 092(o)(TYP)----\ I- OFF -RIDGE VENT REAR unLE 7�l N SCALE: 1/4 = 1'-0' ELEVATION 'A" oa'-a" BRGz, HGzT. -m" -0" FIN. FLR. ------- �8' 8° BRCS. PGT, Y HGzT. _ Y - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — --r--z I`IGHT ELEVATION SCALE: 1/4 = I'-0' ELEVATION _—_ - j4O'-O" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.n REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IX./VENT SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.IN. REQUIRED IF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF h8 -8' BRl3. Hl3 T. 1'-0" -011 FIN. FLR. A R C H I T E C T S Design Gro u L L C 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I � omomm�vOmJ E 8 E C SUHDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 moo—o1 PROJECT#: R5025.059/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ,Z' TE• 4/16/19 ALE: 1 /4"= V - 0" 5 OF 9 A R C H I T E C T S CONNECTOR SCHEDULE SIMPSON DES. UPLIFT UPLIFT GRAVITY FASTENER META-16 (V 106 x In I -PLY, (6) 16d 2-PLY, IUSP: (10) 10d X 1 1/2" - NO Ibd OPTION) (2) META-Ib �14501400 5 15 TUS 28000 (10) led x In" -PLY, NSP: ooO led x 12') (14) Ibd 2-PLY (U5P: NO 16d OPTIOW HETA-16 19101615 (9110d x 11/2' I -PLY, (6)16d 2-PLYUSP: (10J10d x 12', NO 16d OP110NHETA-20 I810(9) led x 112' I -PLY, (6) 16d 2-PLY USP: (10) 106 x 1 12', NO Ibd OPTION (2) HETA-20 2035 31Te 10d x 12"l-PLYU6P: (IO) 10d x 12' (@) 166 2-PLY (USP: NO Ibd OPTION) Z LGT-2 2150 LUST-2 IS15 (�) - /4- x 2 I1 TITEN, 2 PLY (USP; ELK (5) 1/4' WB, WOOD (16) IOd O V) DETAL-20 IMGT HGT-2 • HGT-3 2450 3965 109SO IO530 NO USE, CONVERSION MUST HUGT-2 HUCiT-3 FOR SIMPSON ADD0 9365 93 65 METAL-70 (I5) - led x 1 112,1 PLY (U 5/$' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), f22) led TO WOOD (U5P, (25) IOC TO WOOD) (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 106) <2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD NSP: WOOD (9)10d1 LGT3-$D91.5 32b5 LUST-3 5365 02) SDS 1/4"x2 I2' TO GIRDER, (4) 3/6' x 5' TITEN HD TO WALL NSP: CONIC. (4) 3/$'- X 5' WEDGE BOLT, WOOD (12) W525) LT42 1210 PARALLEL TO WALL 142E PERPENDICULAR TO LSTA 1555 (10) led x I -In. (U5P: 00) 10d x I In' WALL VGT 454e NO USP CONVERSION FOR $IMP60N VGT 0) 5/S' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD9 I/4'X3' TO WOOD <Y VAT M7S-12 TI85 1000 NO U5P CONVERSION MTW 12 FOR SIMPSON 15SB (2) vGT) (2)5/8 I A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5DS 114'X3' / 2 PLY (14) led x 1 12' (USP: (14) 106 x 1 1/2", (14) 10d) HT6-I6 ISO HTW 16 1660 (I6) IOd x 12" (USP: (16) 10d x 12', (I6) IOd) HTS-20 ASO HTW 20 2045 (24) led x I IR' NSP (24) IOd x 1 ln', (20) 106) HTS-24 1460 HTW 24 2045 (24)IOd x I12' (U5P:(24)IOd x I12',(2O)106) L6TA-12 + 92S LSTA 12 590 NO) 10d USP: (1) 1Od L5TA-la ++ 1255 LSTA 18 1360 (14) IOd USE, CI4) IOd M574-I8 •. 1315 M57A-1$ ISIS (14) 10d U6P (14) 10d MSTA-24 + 1640 META-24 I150@ (1 1led USE: (IB) IOd N 0- META-3O •• 20SO MSTA-30 2140 (22) 10d USP: (22) IOd Q MSTA-36 2050 MSTA-36 2525 (26)led USE: (26)106 � MSTI-36 3500 KSTI 236 3090 (36) 106 x I In, U5P= (36) led x 112' VJ MSTI-45 5065 KT51 246 4250 (46) 106 x 112' U6P (45) IOd x 1 1/2' H6 950) LETA 6 1595 (a) $d TO PLATES, (6) Sal TO STUDS (U5P: (R6 5d x 1 1/2, (16186) 5P4 434 HCP2 HIOA 665 395 645 II SET 4 MP 34 HHCP 2 RT 16A S45 410 1010 2180 (6) IOd x I In' TO STUDS USE. fb) 10d x 112" TO STUDS (4) Sd x I In' TO BEAM, (4) Sd x I VP TO POST. USE: (4) $d x I IQ' TO BEAM, 14) 8d x In TO POST. 02) IOd x 1 1/2' U5P" (10) led x I I/2' TO TRUSS, (I0) IOd X 1 11 TO PLATE (18) led x 12' USE: (9) 106 x 1 In' TO TRUSS, (0) 10d X I Id' TO PLATE VGT l HDU4 4565 PHD 4A 4535 (bl-6p6 x3- TO WOOD, (10)-5DS I/4'x2 12° W/ THREADED ROD, (2) NUTS/145HER2 PLY U5P: 5/8' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS vGT e HDTB 4940 TDX 10 5110 (16 T-SDS I/4°x3' TO WOOD, (3)-3/4" STUD BOLT5 W/ THREADED ROD, (2) NUT5N1A5HER2PLY USP: 1/6- ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-BOLTS V) ABU 44 ABU 44 LTT19 • 2200 2300 1340 6665 12000 I PAU 44 PAU 66 LTS 19112� 2535 2535 6T75 BB15 (1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CON O- (12) 16d TO WOOp USE; SAME A6 SIMPSON (D 5/5' AT.R IN HIGH STRENGTH EPDXY. (MIN. T' EMBED.) IN CONIC, (12)16d TO WOOD USE: SAME 45 SIMEI (U 3/4' FOR, IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (B)IOEI TO WOOD U5P: SAME AS SIMPSON K (U I2' AT.R IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., (IOAOd TO WOOD 0 LTT205 ••• We LTS 2015 USP; 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x 1 12% 2-1/2' (U 5/8' A.T.R, IN HIGH STRENGTH EPDXY (MIN. T' EMEED) IN MONO,, (IS) SDFO X I I/2'IUSP: (20) Ibd X 2-I2') (� HTTS 4455 HTT45 USP HAS MORE NAIL OPTIONS: (20) Iod, (20)10d x-I/2'f20) 16d x 2/2' HTTS SOSO HTT45 (q 5/e' AT.R. IN HIGH STRENGTH EPDXY (MIN. T' EMEEDJ IN GONG, (26) 16d X 2 In' (U6P: (20) Ibd X 2-129 USP HAS MORE NAIL OPTIONS: (2$) 106, (28) 11 x I -In', (20) I'ad x 2 12' HHDQII-6D9 2.5• HDIB MBHA 5.56/1115 11010 6645 3415 5330 UPHD 11 TDX 10 NFM35X12U 3165 1130 (U 1' ASK IN HIGH STRENGTH EPDXY, (MIN. OF STEEP-) IN CONC, (24) SD9 Ys' x 1>f' WOOD 9CREW3 NSP: fR4) Wfis WOOD SCREWS) (1) T/$' AB. IN HIGH STRENGTH EPDXT, (MIN. l' EMBED.) IN CONIC., (3) 3/a' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS) SIMPSON: (V 3/4' A.T.A. IN HIGH STRENGTH EPDXY, (MIN, b.15' EMBEDMENT) IN CM.U. TOP, (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15- EMBEDMENT) IN CML. FACE, 08)10d TO BEAM USP: (U 12' U-BOLT W/ MINIMUM 6: EMBED, 4 NOT LE55 THAN 4' FROM EDGE ME CONO HE 3/4' CIA. ITW RAMSEVI EDHEAD MYNA BOLT SLEEVE ANCHOR OR SO. W/ MIN. S' EMBED DEPTH INSTALLED IN THE FACE. V) 04� led AT JO W (D Z HUSC4@ (WOOD) 3635 26SO (FLR HU64121F 9060 2530 (FLR1 (10) Ibd TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) HUC410 (GMU) IB1O 5085 Hp410 IF 1905 31T5 (19) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CITE, (10) led TO WOOD: N5P: (I8) 1/4' x 3' 1A53 SCREWS, (10) led TO WOOD. 1101 IOd TO WOOD = HUCP10-0 (OMU) NUC210-3 (CM) LGUM26-2-SDS IBIO 1810 1430 5085 4000 5595 HD210-21F IS05 3175 HD21O-3IF 1905 3115 NO USPfANVER510N FOR SIMPSON LGUM26-2-SDS (IW 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU,.(10) led TO WOOD: (USP: (Ifi) V4' x 3' W53 SCREWS, (15) 1/4' x 2-9/4' TITEN (9 PER FLANGE) TO GMU, (10) IOd TO WOOD: (U5P: (IS) 1/4' x 3' WI WeOD; (UBP 1/4' 3' SORE 00) 106 TO WOOD (4) 3/8' x 4' tITEN HD ANCHORS(1 PER FLANGE) TO GMU, (4) 1l4' X 2 I2' 9D5 SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. CONTACT THE AROHITEGT/ENGwEER OF RECBR+D FOR. WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT 15 GREATER -FAN " DEEP, THE VERTICAL CELL N CCU. WALL MUST BE FILLED SOLID w/ GROUT. . IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 IV2 NAILS IN CONJUNCTION WITH A 23 % REPUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. -- M1NInUM EMBEDMENT INTO THE -OP OE A BONCBEAM WILL BE 5`, MINIMUM -EMBEDMENT INTO THE FOUNDATION WILL BE T' Vl w H AT.R. • A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) .., 0 Z BECAUSE OF THE WIDE VARIET' OF MATERIALS, LOCATIONS, AND COND'TIONS THAT MA" AFFECT O"ECTOR6, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORRO510N PROTECTON IS USED, WHEN U51NG 5TAINLE55 STEEL CONNECTORS, U5E STAINLE55 STEEL FASTENERS. WHEN u51NG ,,AX / HOG GALVANIZED CONNECTORS,: USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND "UST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 51MP50N 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH IWND-RESISTANT CON3TRUOTION C-HW09, AND ANCHORING a FA5TEN ING SYSTEMS FOR CONCRETE. 4 MASONRY CATALOG C-545-2012. 2 x 12 (02 SYP) 1116' OSB (TYP.) NAIL (s) 126 o 6'-W O.C. TYP, jx12 BM./HDR. t? ENTRY MINIMUMWALL ;=NTSpE MAXIMUM HEADER SPAN (ft,) UP TO 5'-0' TO SAID, UN.O. 4'-II 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTII Ks END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O, 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL, • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF 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 FUR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR, LINE EXTERIOR MASONRY WALL 5RG. HEIGHTS S -8' BRG. LOAD 6133. WALL 0 NON-BRG.WALL (2) META-16 JI J3 J5 A8Ca Al A2 Al A2 A3 Is CI CI C2 C3Cx J4 J2 I yyIIII II I I I I II I I I Al — — — — — — I I \ �Q I I -0/TIIu �" �1-�)-0u I I I I I I I I II I \�Q 7_17 II II II I I I I I A 36'X; ATT � Z 1 Ix4 BTM. CHORD BRACING -_ 12' O.C. MAX, SECURED W/ (2)10d COMMON NAILS EACH CHORD INTERSECTION a s s IPLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' JI J3 J5 6 (2) META-16 � Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IINIIIIII ��em000momo, E 8 E 0 R r IUBDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLOMDA DjI 4/18/19 "ALE: 1 /4"=1' - 0" SHEET or 9 ELECTRICAL LEGEND 5"50L DEFINITION NOTE5 I_I 110V DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIP'ED W/ CiRO D FAULT I"TEI�IlP1ER (TRESISTANT GFI RECEPTACLE E) TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT 8WPI 13F$ RECEPTACLE MTEPoIPTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH $d 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED y(�)( LIGHT FIXTURE- /"\P.C. PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF )p( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL skim METER SD SMOKE BATT. BACK-UP W/ NA14DWIFE DETECTOR INTERCONNECTED CARBON MONOXIDE EATT. BACK-UP W/ NAfI DETECTOR INTERC 4NECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK/ GAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4) 14.241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE P.N. JACK DED. 20 AMP OUTLET FOR M. WAVE PATIO WP I DINING kLv �\ GREAT ROOM I \\ GFI `\ / I�h W / N � � I KITCHEN ,I GFI OPT.. -- -- -- REF. A/C �. I I I BEDROOM 3 G BEDROOM 2 /' • SD. FOYER (3) • 1 THHN/THWN COPPER CONDUCTORS, (0 • 6 THHWTHWN COPPER GROUND IN 2" CONDUIT. TRANSFORh ER BANK SOkVA VOLTAGE, -1620/13200-240/480V NEMA 3R SERVICE: SINGLE PHASE TYPES UNDEIB'aROIAJD COMBO AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT AT SECONDARY SIDE= (120/140 VOLTS) M AND METER MAXIMUM FAULT 0041 T: IWW amp• CAN POWER COMPANY 200 TRANSFORMER PHONE / DATA F7 EATHER PROOF BOX SERVICE BY OTHERS 200 AMP E:LI=CTRICAL R15ER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. OWNER'S SUITE =3 - I � 0. BATH I�-Ji II - TI I TI I OL ci " W.I.C. L u — GFI IJ 4$4' AFF L v JAN I LIGHT 4 SWITCH IN ATTIC \ SPRINKLER � 2—CAR GARAGE CONTROL U \ 1 I W 1 Ii i GFI CLG. 18: OUTLET Ii r ) / / COACH LIGHT E" LECTRIC IL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' 200 AMP 120/240 VOLT 42 CIRCUITS MLO TONG TERMINAL CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE,_ IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX 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 '�I'lllll"' L 0m0000000J E 8 E 0 Z SUHDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 4/18/19 SO/,ALE: 1 /4"=1' — 0" SHEET 7 OF 9 A R C H I T E C T S r Y L 0 it w.. 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 ft Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), lamb (3) Mullions N/A +/-75 DP IPIV Gem Series 4700 Flange FL 1S264.2 N/A lUse X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), lamb 13) Sliding Glass Doors +28.74/42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), lamb (5) ITW Tapcon X", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4, Min Embedment 1-1/4, Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"00" FL S891.S N/A Spacing Max 18.5" O.0 Jamb to block on vertical jamb 1/4" X 11/4" min embedded Tapcon. Max spacing of 71/2" and 1" 00 steel washer Garage Doors +25.91/-31.39 +36/42 Clopay 160 model 73W6 FL 16546.4 N/A required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4` X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. 21P System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cent. No. AR0012079 Date: 4Design Grou t.l-C 1441 N. RONALD LREAGAN BLVD.LONGWOOD,50PH: 407-77FAX:407-7www.abdesignomAA #: 00 magi ��sameosa ITJBDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL : 1452 XXX00-01 PROJECT*: R5025.059/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D TE: 4/18/19 GALE: 1/4"=1'-0" SHEET OF 9 (U09 MBAR VERTICALLY CELL l'9 REBAR VERTICALLY W/ CONC. 0 SC MIN LAF'OURED POURED CELL (28' MIN LAP) -_ R-4.1 INSUL. MIN. TEMURED CEMENTIOUS COATING E 0- w - B' CM z _ PER (AST'I CWb) (TYP.) IL = Q z Q z O S' CMU J ry a I/)' GYP. I.I.L. BD. O CURB HEIGHT VARIES WOOD BASE r N W W >� z e WWF OR F15EIWESH ON GNC, REINF. W/ 6'xb' iJ �, 3 I/2' CONC, REMF. W/ 6'x6' _ OLY ETHYLENE VAPOR 7C2)A = WIAAUTA ULF OR FIBERMESH ON 6-MIL POLY ETHYLENE R ON WELL -COMPACTED TERMITE TREATED FILL VAPOR BARRIER ON z K z K WELL -COMPACTED CLEAN 4' 4' L 4' 4' 4' TEI'n'IITE TREATED FILL m4' (2)'S RESAR CN CHAIRS I -0ON C44AIR8 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCKWALL c 2.'-0 �AT GARAGE I/A WALL BEYOND WALL BEYOND El Rle 9/4' RECESS FOR PAVERS GARAGE DOOR 3 VI,CONC- R-ePF. LLV bkb' z WAkaA WLF OR FIBEPo'M ON L "L POLY EtWTLDE VAPOR `T ° w BARRIER O WELL -COMPACTED C r CLEAN TEWM TREATED FILL • • 3 1/1' CONG, REII.F, W/ 6'x6' a e a 3 I/2' CONC. REIPF. W/ 6'x6' _ WIAXUA ULF OR FIMPIMESH ON - - 6-MIL POLY ETHYLENE VAPOR ° a a ^ U.42AA WIF OR P15EM IESW ON PAVER BAD BARRIER ON WELL -COMPACTED r 6-MIL POLY ETHYLENE VAPOR BARRIER ON II.ELL-COMPACTED 9 REBAR ON FOOTING e' I'-0• CLEAN TERMITE TREATED FILL W CLEAN TERMITE TREATED FILL z 4' 4' CHAIRS BEYOND (I)18 REBAR ON CHAIRS i 4' 4' 4' 6' RECESS FOR PAVERS EMEND FOOTING 8 m GARAGE STEP-UP UNDER PAVERS (2) � REBAR ON CHA"� I^� NON -BEARING r SCALE: /A'•I M. (_Q�GARAGE DOOR FOOTING C.1 SCALE: IR'•I'-0' PAVER RECESS �1 @ ENTRY DOOR tJ SCALE: I/1'.I'_0: SEE MANIF. PRODUCT DETAILS FOR REOUIRED SIZE AND DEPTI z OF RECESS FOR SA.D. TRACK L w VARIES E FINISH FLOOR - - (1)'S REBAR SET IN SIMPSON HIGH " m > z STRENGTH EPDXY 6' EMBED. MIN. (2)18 MBAR • I -STORY w L (3) S REBAR • 2-STORY ° a e s - a da OUTSIDE REBAR To BE CONTINUOUS 3 1/2' CONC. RE". III/ 6'x6' ° ° WIAxWIA IIAI.F OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR , BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 3'-I' MIN. LAP SLAB AT S. G.D. 11 SwF_1'•1'-0' TYP. RETROFIT FOR A OMITTED DOWELS �j� REBAR LAP AT FOOTING B /A • '-0 GALE: 1/2'.I -0' TIE VERTICAL REBAR TO HORIZATIONAL MBAR W/ 10' HCOK GRCIITED BOND BEAM VARIES PER ELEV. z C CLEANOUT REQUIRED Q FOR INSPECTION 47 C ° 0'-0' FIN. FLR. -. ° lV'B VERT. DOWEL LAPPED W/ BOND BEAM ,G TIE VERTICAL REBAR (0 9 REBAR AT CORNERS ° TO HORIZATIONAL - �.°- REBAR W/ 10' HOOK W/ 2S' LAP MIN. m0 TYP. REBAR LAP HORIZONTAL/ VERTICAL C AT LINTEL CORNERS 8C E, /A'•'-0 &_4ffFORCING V)'•'-0' A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUHDIV. & LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 moo-o1 PROJECT#: R5025.059/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 4/18/19 OCALE: 1/4"=V-0" 1 SHEET DI NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED a° ❑ DO NOT EXCEED if S CMU BLOCK 8 CMU BLOCK ' DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN. LOCKING FASTENER (SEE WMDOW/p00R JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 Or Ix2 P.T. NAILER FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT (Da — DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OCR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or i'x4' MIN: mm SECURE THRU FRAME INTO BLOCK w/ (I) �,' TAPCON (MIN. EMBEDMENT 1 4') WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") 8° FROM EACH END and IS' O.C. MAX or DOOR JAMB TO BLOCK (+Y4 or +5/") DOOR JAMB TO BLOCK (+3") (U DRIVE PIN, 8' FROM EACH END and 4A 9 18' O.C. MAX SCALE: K'=r-m' 4E scAJ E° r°r-m' MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 if NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CRn TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I) a' TAPCON ❑ DO NOT EXCEED ❑ DO NOT EXCEED' (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK 8" CMU BLOCK END and 6 181 O.C. MAX DRYWALL DRYWALL or P.T. 2x (1) DRIVE PIN, 8' FROM EACH ENE) and (SEE WINpoW/poOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or ir x4r MIN. Ix4 or Ix2 P.T. NAILER 0 18' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING �&" 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT POOR CASING MIN. HEAP SIZE 300 ' DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1 SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'5 SPECIFICATIONS EACH END and a VOL. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, 1 NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J°) 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or �c' 055) END and 9 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') 46 SCALE: r=r-m' w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' 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) MIN. HEAD SIZE 300 NOTE: DOOR JAMB TO BLOCK (+3 %6") ' MIN. EMBEDMENT SHIM AS NEEDED 4F SCALE: r=r-m' TO PLUMB JAMB. METAL DRIP EDG DO NOT EXCEED ' 2x6 SUB -BAN 'GYPSUM BOARD OR �' HIGH ❑ P.T. 2x8: STRENGTH CEILING BOARD 8 CMU BLOCK SECURE TO BLOCK w/ (2) TAPCONS VENTED ONC. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT I J') 6' FROM EACH ALUMINUM SOFFIT (U 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and -9 18' O.C. MAX ER PLANK - _ (SEE WINDOW/DOOR JAMB BLOCKING RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 1' 05B (4'WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), _ (SIZE AND REINFORCEMENT Kb � p0 NOT EXCEED � (2) DRIVE PINS 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 6 18' O.C. MAX (ATTACHED TO BLOCKING MIN. SHANK SIZE .145 SPECIFICATION— 8' CMU BLOCK PER MFR'S SPECIFICATIONS` DRYWALL MIN. HEAD SIZE 300 � � MIN. EMBEDMENT 1 ' NOTE: p,T. Ix4 or x4 MIN. Ix or Ix2 P.T. NAILER STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/POOR JAMB BLOCKKNG P.T. ix (4'WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or' OSB) POOR CASING P.T. l2J 2x4; PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL BE PLACE SILL (PER BLDR y w/ �' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (I) J' TAPCON " GYPSUM WALL BOARD EACH END and Q 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH ' TEXTURED CEMENTITIOUS ) S REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and 9 18' O.C. MAX COATING MIN. (PER ASTM GONC. POURED CELL or C92(o) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (U DRIVE PIN, 8' FROM EACH END and 8' CM ' P.T. FURRING STRIPS g 16' O.C. Q C IS' O.C. MAX � SCALE: r=r-m' THROUGH NON-STRUCTURAL MEMBER llx or �' 05B) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOD BASE MIN. EMBEDMENT I if NOT as NEEDED WINDOW TO BLOCK (+3 %6SHIM") P.T. (2) 2x6: TO PLUMB JAMB. � DOOR JAMB TO BLOCK (+3 716") �' BE ONCRETE SLAB DO NOT EXCEED 4G scALE: r=r-m' SECURE TO BLOCK w/ (2) TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DooR JAMB BLOCKING SIMPSON HTS20 w/ (10)10d NAILS 70 TRUSS 4 g IS' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED SINGLE STORY SCALE: 3/4 I -m MIN. SHANK 61ZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT I if BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) j'X2 J' TAPCONS P.T. (2) 2x8: -- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or il' 055) (or EQUIVALENT INSTALLED PER MFR'5 SPECS SECURE TO BLOCK w/ (2) ' TAPCONS (MIN. EMBEDMENT I J') 8' FROM EACH w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK _ END and g IS' O.C. MAX OPENING 22° x 30' MIN. TAPCONS MIN. or OD CA51NG AT SIDE WINDOW TO BLOCK (+2 4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 1 2' APART 6 15' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) MIN. SHANK SIZE .145 TRUSS ANCHOR RETRO—FIT SCALE: r�.r,5. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D MIN. HEAP SIZE 300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD ITYPJ SCALE: r=r-m` 5 SCALE- MIN. EMBEDMENT 1 if 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 �"IIII"'I SUBDIV. ]LAKE OAKLAND(LOT MODEL: 145XXX00— PROJECT*: R5025.059/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/18/19 *ALE: 1/4"=1'-0" 1 -BI)NO A R C H I T E C T S Design Gro u pT LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ennui ��samomooag SUHDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00- 01 PROJECT#: R5025.059/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D i E: 4/18/19 ALE: 1 /4"=1' - 0" SHEET D3 VTCR of (1) 6 EA '' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' /-PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR " HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ Imd MASONRY NAILS @ 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS G 4 SCALE: 3/4'4-0' -PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 9 12' O.C. 3 3/a' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB wl IOd x 1' MIN. MASONRY NAIL w/ WASHER Q 32' O.C. MAX. C)NCRETE SLAB (SSE FOUNDATION PLAN FOR 5I41 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'-0' }' TEXTURED CEMENTITIOUS ll REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C92(o) OVER CMU--\' CMU BLOCK ,�WEATHER STRIP IN (PER MANUFAC URER'SPECIF CATIONR S) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL wl (3)Y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS I' MIN. SLi. IDE STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS) ROOM ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIII'Ill� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MO DEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/18/19 ALE: 1/4"=1'-0" 1 �I� PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH a 9" O.C. MAX (VERT.). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF 5TUD EX15T5 BEYOND EXCEPT STAPLES W/ %" LEG MAY BE U5ED TO TEMP. 5ECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY STAPLES TO BE REMOVED AFTER IN5TALLATION FASTENERS TO BE SPACED a T' O.C. MAX VERTICALLY LATH 5HALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT5 BUT SHALL BE 5TOPPED AND TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAIL5 OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (N0. 10) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLA5H I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION " OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEA5E LINER AND FOLD THE FORM FLA5H I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLA5H 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLA5H I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE, PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH 45TM C 1063-12A X(�A70 PMN O 8' I6'70a s" THICK, 3 COAT CEMENT PLA5TER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED al' (VERT.)O.C. MAX AT 5UPPORT5 WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLA5H TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO S" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL 5TUD TYPE "M" CONTROL JOINT 1 SCALE: MT.& NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITION5 U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA51-1 I TO THE 5HEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE 5HEATHING WITH MINIMAL AIR POCKET5 OR BUBBLES. TAKE 5ECOND PIECE OF FORM FLA5H 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 SAME MANNER, MAKING 5URE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. INSTALL FA5TENER5 (CLIPS, STRAPS, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE:NTB. SECTION TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING ITE SPRAY ADHESIVE �TLY TO 055 AROUND TRAT ION TOMERIC COATING APPROVED EQUAL) IN STUCCO/ G.V. FIN15H (5EE TYP WALL 5ECTION) NOTE: 51DE LAPS OF METAL PLASTER 15,45E5 SHALL BE SECURED TO FRAMING MEMBER5. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVAL5 NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 1.0.1. NOTE: FOR REPAIR OF TEAR5 IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5TU 5HEATHI WRB *1 TAPED T SHEATHING w/ WI #2 OVER TOP. WF 02 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: NTB. WOOD 5HEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED — MINIMUM CLEARANCE (PER MANUR 5PEG5) 5"Xl" CONTINUOU5 GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - Da NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: NTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL END5) 8 6' a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 111 METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE '. (WRB LAYER #1, FFTSTUCCOWRAP OR APPROVED EQUAL) STUCCO WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) 5HEATHING METAL LATH X X X X 5TUCC0 - WOOD SHEATHING 5ELF-ADHE5IVE FLA5HING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-041-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII Lloommpvmmoo& E 8 �N O r C L sVBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 moo-oi PROJECT#: R5025.059/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA �D : 4/18/19 s 1/4"—i'-0" VV AI $' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. - STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF & WALL INTERSECTIONS APPLY SEALANT AT TOP 4 SIDES OF ELEC, METER BOX AFTER STUCCO INSTALLATION WR5 LAYER 112, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. I y' A50VE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER A5CIA WRAP 5KICKOUT DETAIL SCALE: NTB. ',ECEIVE 1 COAT OF 5HER-CRETE ',ONCRETE WATERPROOFER or ,OAT PRIOR TO ELEC. METER ON ELECTRICAL CONDUIT PENETRATION 8 BCALE: N.Ts. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 4 SIDES ON CAVITY TO 5E FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY15LEND FOAM ("GREAT STUFF" OR SIMILAR) I FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DE5CRI5ED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D15CONNECT WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO 5E 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 51DE5, y" SEALANT a JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' V A SCALE: N.T.B. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD SHEATHING — WOOD WR5 LAYER #I, �ON5TRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WR5 LAYER 12, WOOD- FORTIF15ER CONSTRUCTION 5UILDING PAPER (OR 8" CMU- APPROVED EQUAL) !'THICK/ 3 COAT CEMENT WOOD FRAMED PLASTER WALL %s' TO 1/0" MID -WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME AVENT PENETRATION SCALE: NSS. —WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH 115' TEXTURED FIN15H Q WOOD —FASTEN TO WOOD STRUCTURAL MEMBER ia 1" O.C. MAX %S' TO %s" MID -WALL WEEP SCREED —6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING —TEXTURED FIN15H @ MA50NRY HORIZONTAL WEEP SCREE] 7B BCALE: N.T-S- (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE 5EHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER 5OX 4" PAST EACH SIDE. STARTING AT THE 50TTOM OF THE 5OX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE 5OX. WOOD SHEATHING WR5 LAYER #I, 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 *2, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 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 gTFP ..5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES DRYER VENT (BLOCK) V D SCALE: N.T.S. PER F5C R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 12 (FORTIFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / ASTM C-041-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE 5OX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 3 �L EXTERIOR ��LECTRICAL RECEPTACLE 9 BGALE: NTS. (FRAME CONST) 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 �"IIIII"I � omo0mvoo0J iE 8 E L L sUHDIV. 79) OAKLAND(LOT MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLOPoDA DAME: 4/18/19 ¢SALE: 1 /4"=1' - 0" WOOD SHEATH WOOD CONSTRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)' AMICO AM66-WFWC-180 - CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-780 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) (0" 6ELF-ADHEREING FLASHING WRAPPED 0 CORNER OF CANTILEVER AMICO AM66-WFWC-180 CUSTOM GA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LATER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO a a , WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RES15TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 s" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL)_ 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) A DRIP EDGE INSTALLATION 1 1 ti SCALE: kTS. 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING ia T' O.C. MAX. WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #21 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) NER BEAD C FRAME q4�EIE S. CORNER BEAD (FASTENER 8 SPACING 6 1" O.C.) CMU %` THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK WALE: N.T.S. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www, abdesigngro u p.com AA #: 0003325 �III"IIIII Lv��oOo�o�J E 'O 8 N E 0 L svBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 xxxoo—ol PROJECT#: R5025.059/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORDA �4/ "=l'— s ALE• 1/4"-1'-0" V V A3 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 01, 5' (OR APPRO� WRB LAYER #2, FORTIFIBF PAPER (OR APPRO> r 8" TH CEME> (o" 5ELf WINGvw CASING BEAD C WINDOW FRAME, NO BAND 1 Jti SCALE: N.TA 5TUCCOWRAP EQUAL) dG =ORTIFIBER R (OR JAL) R WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT- PLA5TER ANGLED CA51NG BEAD 6"6ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH viEw FOR a" THICK, 3 COAT CLARITY) CEMENT PLASTER WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 112, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW FRAME, W BAND 13B scALE: L METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X i�154rare. WOOD SHEATHING SELF-ADHESIVE FLASHING i NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-0'3, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $" THICK, 3 COAT CEMENT 4' GAP TYP PLASTER GATING BEAD METAL LATH IX TRIM MEMBER � STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD t t scALE: NTs. r Goss-sECTU;) WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER a" THICK 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD (0" 5ELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING I'T WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) } WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT CEXPLODED PLASTER VIELU FOR CLARITY) CASING BEAD C RAISED BAND FRAME @ZALE. N.Ts. GAP TYP METAL LATH \ TO WI HEAD 5EALANT TO WINDOW WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) f—WOOD 5HEATHING WINDOW FRAME—\ WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 8 5TICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2, (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP CEZ BEAD WINDOW CASING 17LE: N.TS. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY A R C H IT E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r , IIYIIII �ommoomamo� 8 E O 'C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �E: 4/18/19 ALE: 1 /4"=1' — 0" SHE�E��T� VV A4 CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WE) STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 1 U W E: NT,s. (FRAME ) APPLY 051 H2U (OR EQUAL) SEALANT WINDOW/CMU JOINT. FLUID APPLIED FLASHIWs (PERM -A -BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY r^I ^ I I m A. SECURE HOUt' "^I/ '-' A d UNDEI FOLD IN AT Jr SLOPE INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FL,45HING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING %5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING A5 THE FLASHING AT THE SILL NOTE: 1, IT 15 THE CONTACTOR-5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER5 WRITTEN 5PECIFICATION5 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND 5ELF ADHERED FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. " (0 SELF -ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3ia" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOT5. SUPER STRETCH BUTYL FLASHING STEP 3 L-a" VERT. END DAMS REQ'D. AT EACH END OF SILL 0 1 Lir ( " MIN. TEXTURED ;EMENTITIOU5 COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 -LEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURER5 WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHE51VE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 8" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME t\� STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS s") (MIN. THICKNESS 8") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 19 SCALE: NTA NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT STEP 5 011J1 a !'MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H IT E C T S 1441 N. HUNALU HLAUAN k5LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'llll Lommo��o svBDIV. 8e LOT: OAKLAND LAKE (LOT 59) MODEL: 1452 XXX00-01 PROJECT#: R5025.059/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C rARCWECT� TATE OF FLORIDA °� fa al DA E: 4/16/19 s ALE:1/4"=1'-0" V V A5 a a 40'-0" _ J1 J1 J3 J3 JS J5 A8G N A7 a A6 A5 A4 A3 A2 Al I A2 A3 A4 AS A7 {V AB it B1 C7 o c 82 C1 O CI 83 C2 N � B4G C3G J4 J4 J4 J4 " VI J2 J2 J2 J2 C V. It to m ro m 'a a a "V61 19 —4 40'-0" APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8" 5 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 (Z) HUS26 QC HGUS26-2 © THDH26-2 E) HGUS26-3 E0 THDH26-3 QD (D RT16A (D CONNECTION BY BUILDER 0 J iL REVIEWED ❑ REVIEWED AS NOTED REVISE d RESUBMIT Cl REJECTED/ RESUBMIT El NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only Notations Do Not Authorize Changes to Contract Sum Reviews. Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents The Contractor is responsible for confirming and correlating all quannhes dimensions, tolerances, clearances. Iabncal,on piuceSstS Techniques and sequences of construction �'r, rlibdry of materials and materials coordination 0 eir -If other trades and subcontractors. perfor ee of , safr and satisfactory manner and for fa phance ua 1w6,wilaciWcuments. i fEDA - D E �y A. B. DES101 GROUP B,. BRG. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE:. 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING do 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 TITLL 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 RESPONSB6ITY OF TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING *" is ALWAYS RECIARED TO PREVENT TOPPLING AND DOMIN01NG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE '8CS-81 Surnmary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE To BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WIN REASONABLE CARE DURING ERECTION To PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I-� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F + HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. Exposure Category : C Bldg Category : 2 wind Design Velocity ;160 MPH imp. Factor : 1.00 W'md Load Duration Factor : 1.60 Mean Roof Heot : 115R. &ion M BleaMr Shod Eno VW51 25% N. ICINGS HIGHWAY FT. PIERCE, FL 34951. (72) 464-4160 Trusses shown on this layout are a component part S wanty of the building and show truss location. Proper erection, temporary and permanent bracing design TTIF TRUSS (772) 464 4160 are the responsibility of the building designer his engine. �_RN ' INC. Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 IOD MA . <r1 IJ 11 1 CUSTOMER BLK: DESCRIPTION: 1` JL L , l i V i♦ Za �1�/ L )RESS: 905 -0 151 Plan — 1452 Elev. A SCNE DALE: MAW or. ORAWeIC NUweUc Q 10IVISION: Oakland I ake 3/16"=1—o" 5/22/2017 1 dhc 1452—A r