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Home My WebLink AboutBUILDING PLANS PAGE 1-15A 0 5 2 0►� 1I1=1111 FOR: ryanhomes.com DESIGN CRITERIA: ,�'FLOI2IDA BIJILDINn CODE RES1DENTIAL (FBCn), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL, GROUP R,3 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS C •BASIC WIND SPEED - VULT = 160 MPH > - VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C *I -STORY RESIDENCE - \• 2-ST,QRY RFSIDENC,I - MAX, HEIGHT M PER LOCAL AND SLATE • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT. CALC.'S INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 1 FOUNDATION 2 DOWEL PLAN 3 1 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL 1 FOUNDATION DETAILS 2-D4 ARCHITECTURAL DETAILS Al-W5 WALL ASSEMBLY DETAIL TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN Speed" Topographic . Weathering Frost line Termite` SM iW DESIGN DESIGN UNDERLAYMEN7 n HAZARDS FREEZING ANNUAL LO'1D (mph) effects' CATEGORY' depth" TEMP` REQUIRED" INDEX' TEMP' Ni4 160-C N/A Negligible N/A Heave 45 N/A N/A N/A N/A CONTROL DATE 01-01-18 IST FLR. LIVING 1,452 SQ. FT. GARACsE 393 5Q, FT, TOTAL LIVING 1,545 SQ. FT. ENTRY 19 SQ. FT. LANAI 60 SQ, FT. TOTAL 1,944 SQ, FT. CUBIC VOLUME LIVING 12,632 5Q. FT. AREA CALCULATION (ELEVATION B) 1 40'-1 " DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. REVISIONS DATE I DESCRIPTION i I i REQUIRED BY FIELD INSPECTORS D E P T H t NhCEssAAYIN ORDER IC 55'-4" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN EED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CO RECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT R ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NOI RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTRACTOR OF RECORD, ALL MANUFACTURES LABLEB F MNN 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 F w x� o c 0. F W a a 4 q x 5 a v 1 03 v W t0 t, ME cU W SvsDIV. & LOT: OAKLAND LAKE (LOT 28) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00028 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 0 DATE: 6 /29 /18 SCALE: 1/4"=1'-O" SHEET c s OF ICY JUL 10 2018 M00-00 FORM ryanhomes.com DESIGN CRITERIA. - • FLORIDA BUILDING CODE RESIDENTIAL (FDCR), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II •EXPOSURE CATEGORY — EXPOSURE C •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES * STATE OF FLORIDA CERTIFIIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT TABLE R301.2(1I CLIMATICAND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIRLN/A Speed" Topographic SNOW DESIGN=[A/A DESIGN UNDERLAYMENT HAZARDS FREEZING LOAD (mph) effects' CATEGORY TEMP` REQUIRED" INDEX' N/A 160-C N/A 45 N/A N/A N/A CONTROL DATE CALL 7 01-01-1D IST PLR LIVING 1,452 Ga FT. GAS 393 ea FT. TOTAL LIVING 1,845 SQ. FT. r--NtRY 19 SQ FT. LANAI 80 $62 F7'. TOTAL 1,S44 SQ FT. CU51C VOLUME LIVING 12,632 SQ. FT. AREA CALCULATION WIDTH (ELEVATION B) 40 — 0 " DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DEPTH 55'-4» REVISIONS DATE I DESCRIPTION SHEET NO DESCRIPTION 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 4 5 6 3 INDEX OF DRAWINGS FLOOR PLAN ELEVATIONS TRUSS PLAN — ROOF ELECTRICAL PLAN PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WAI—W5 WALL ASSEMBLY DETAILS ARCHITECTS Design Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.a bdesigng rou p. com AA #: 0003325 11111111111 01111111111 LIovoovvvov& SUHDI4. & LOT: OAKLAND LAKE (LOT 28) MODE : 1452 )DMO-00 PROJECT#: 2784.000/00028 PAGE: COVER SHEET 180 MPH EXP. C ARCHITECT STATE OF FLORIDA IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ANI) IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, T E CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F,I. (REQUEST FOR INFORMATION) TO THE ARCHIECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIM Y MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WE N NO RFI's LAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. JS 6ANTWELL 1 D •TE: 6/5/18 IL ALE: 1/4"=1'-0" SHEET OS'8 GENERAL NOTES 1, ALL THIS CONTRACT SHALL BE IN RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10, THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOAD4 (PSF) 1 A.1. SLEEPING ROOMS 30 1 Al ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS LPSF) 8.1. ALL AREAS 10 C. ROOF LIVE LOAD$ " C.1. "' MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.I. FIBERGLASS SHINGLES 17 D2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5, OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 - F1. 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. 3. 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 4. 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 HEW 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). 5. THE ARCHITECTIENGINEER 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, 6. 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE: PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. 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). 14. 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), 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL.SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING COPE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17, CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LIST90 IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN, WIND LOAD. S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.51 3. 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 i DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. CITG IAIADV 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. 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, PLANTINGAND IRRIGATION. 3. 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 1'-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 STARTOF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. 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. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN $- LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. B. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) - 10. EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE, 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 12. 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. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03, MAXIMUM AGGREGATE SIZE SHALL BE'%". 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'Y4. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021ACI 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE. STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/.INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6- GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 316; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH: DOSAGE AMOUNTS SHALL BE FROM 0,75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 k9/m") IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS BHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT 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 B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.A. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 34" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%-' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO. 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 FBOR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSS EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/W 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 9E STRUCTURAL GRADE 7/16" OSS EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO. COMPLY W/ FBCR 6TH EDITION 2017 SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION ( )WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M0. 91 MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WI NDSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137,5 PER R2906A ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906,6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. ' PIPE SUPPORTS. SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605A OF THE FBCR, 6TH EDITION (2017) ' CONDENSATION LINES SHALL BE MINIMUM'%" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 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-1063-1 to & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING. BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4, LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 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 AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design Gr )t 1114. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W O U a F w A� a q +ti N F A N M V l0 tp mmmm LA co 0, 0 A'. W E 0 Jc I SUBDIV. & LOT: OAKLAND LAKE (LOT 28) MODEL: 1452 X}0x00-00 PROJECT#: 2784.000/00028 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 6/29/18 SCALE: 1/4"=1'- 0" 00•` JUL 10 20IR GENERAL NOTES 1. 2. 4. 5. 6. 7. 8. 9. 10. 13, 14. 15. 16, 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017)AND IN CONJUNCTION WITH ASCE 7-10. THE MNIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOAD IPSF1 At SLEEPING ROOMS 33 A.2. ATTICS W/STORAGE 20 AS ATTICS WIOUT STORAGE 10 A , POOLROOMS 75 A.5, BALCONIES 40 ArS. DECKS 40 A.7, STAIRS 40 A.S. ALL OTHER ROOMS 40 8. FLOOR DEAD LOADS Ip 8.1, ALL AREAS 10 C. ROOF LIVE LOADS C. 1. `" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R33.1.6 OF THE FBCR, 6TH EDITION W17). D. ROOF DEAD LOAD msF1 D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VOLT. = 160 MPH, VASD = 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR(KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT(GC_P) 0,18 E.5. OPEN BUILDINGS 0.00 E.S. ENCLOSED BUILDINGS ±0.16 E GUARDRAILS AND HANDRAILS LIVE LOAD ESEI F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS WFILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND. TABLE P301,5 IfOOTNOTE 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 ARE FOUND 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 WILI- 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'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). - THE ARCHITECTENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AMP CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRYOUT 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 ARCHITECTIFNGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESO SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES. TO BE TEMPERED, OPERABLE WINDOWS WITH SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 2l0 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2M7). WALL AND CEILING FINISHES SHALL HAVE ASMQDKE-DEVELOPED INDEX OF NCT GREATER THAN 450 PER R302.9.2 OFTHE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (20M, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING 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 ASTME 84 OR UL723. PER R302,10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2317). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED R017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A ENGINEERED FOR 160 MPH MN. 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 R017) SECTION R302.5.1: OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO ROOM USED FORSLEEPINGPURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 118 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION R017), 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, 25 GAGE (0.48 M PA SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION 9017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THANIA-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5IS-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN "h-INCH GYPSVMBOARD OR .EQUIVALENT. SITE WORK 1. 2. 3. 4. 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 WORKNOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL RASH GRADES, PLANTINGAND 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 1'-O" BELOW FINISH GRADE (MIN). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY AT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFYAB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODI DACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERM N ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS: ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITEC T. - NO EXCAVATION SHALL 8E MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'h 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'LAYER SAND COMPACT TO 95% MAXIMUM DRY DENSITY DETER MNED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED- 1WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, ONO. 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 APPUCABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK 19 TO BE PERMITTED §EPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTMC33-03. MAXIMUM AGGREGATE SIZE SHALL BEW 4. PROVIDE 5%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLINGAND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. S. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED%". 7. PROVIDE 5-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 R605 OR WITH THE PROVISIONS OF TMS 402IACI 5301ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUALAND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE N44SONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL SE 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 3/8INCH THICK. THE BED JOINT OF THE STARTING COURSE MAYVARY BUT IT SHALL NOT BE LESS THAN Y" INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION 9017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (20M 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORMTO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TOASTMA615, GRADE 40 (ONO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MCRO- OR MACRO -..SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 121NCH T0225 INCHES (13 To 56 N" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75. TO 30 POUNDS PER CUBIC YARD (0.45 TO 1.78 kglm� IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 01116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R505.2.4.2 (1) OF THE FBCR, 6TH EDITION (M17) 4. ALLVERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOMWITH 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 LEAST25" 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: 8.1, AB, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER D. BEAMS&COLUMNS: D. 1. PRIMARY REINFORCEMENT,. TIES, STIRRUPS AND SPIRALS 1'h" 7. DO NOT C UT OR D ISPLACE REI NFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF END BODED ITEM WI THOU T THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TQ COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WI RELFSS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION R017) 3. NOTE ALL ROOMS/SPACES SHALL HAVE ARC-FAVLT TYPEI TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (WM REQUIREMENTS 4. 75% OF LIGHTING MAST BE ENERGY EFFI CENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL 7, REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTAC LE(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: BA NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES. FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES JR-2037) E. APA- THE ENGINEERED WOOD ASSOCIATION: EA. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MEN.) MACHINE GRADE LUMBER, ONO. 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 AGANST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILINQ 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 R602.5 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE7116" OS8 EXPOSURE-1 OR 12' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS ATMID-SPAN FOR SPANS GREATER THAN 16" ON CENTER &AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENITIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE-1 OR N' COX PLYWOOD OR 1522" APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IS` ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. Ia. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %SUBFLOORT&GINTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATIONAFG-01 SHALL ONLY BE USED 11. WALL SHEATHINf SHALL BE STRUCTURAL GRADE 7/16" 098 EXPOSURE-1 OR 12" COX PLYWOOD OR 157J4" APA-RATED O.S.B. OR 12 " ZIP BOARD SYSTEM INSTALLED PER MANUFACTURER SPECIFICATIONS 12, MNIMIM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUMAREA SHALL BE8. FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14, AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANYCHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROMDESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFYAB DESIGN GROUP OFANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SU8MT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BYA 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 A53.1-1962, 17. PREFABRICATED TRUSS TOP AND BOTTOMCHORO LOADS SHALL BE PER THE RECOMMENDED MNIMJMDESIGN LOADS IN APPENDIX 8 OF THE ANSIITPI 1.2007 NATIONAL DESIGN STANDARD FOR [METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMTED TO L240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20, ORAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION R017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED. SPACE OF FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEEDIEXPOSURE 160MPHIB 160MPHIC 16OMPH/D 2X6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" Q.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 22. PEX CONFORMING TO NSF 64 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION R017) PEX.LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2905.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6, " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION R017) " CONDENSATION LINES SHALL BE MINMUMM" PVC (SCHEDULE 40), INSULATED WITH'!"" AMAFLEX. 3. CONDENSATION LINES SHALL BE MNIMUMN PVC(SCHEDULE 4C), INSULATED WITH 'IV AMAFLEX. -- 4. SHOWER HEADS SHALL HAVE AFLOW 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. SIZEAND LOCATION OF CLEANOUTS SHALL CONFORMTO THE. FBCR, 6TH EDITION (20M. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903OF 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 OPSECTION P 92 OF THE FBCR 6TH EDITION ;2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION. A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS, PROTECTED ON THE ENCLOSED SIDE WITH If" GYPSUMBOARD, FRCP„ 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 3. LATH &ACCESORIES PER ASTMC-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DBTIAILS, 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 ASTKO1063 - 11A AND R703 OF THE FBCR, 6TH EDITION R017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM ON CENTERS. ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTMC-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 NM INTERVALS ALONG SUPPORTS PER SECTION 7.1 1A 1 OF THE ASTMG1063 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 REQUIREMENTAND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES! CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2, ITIS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS 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 ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.a bdesigngrou p.00m AA #: 0003325 r � BIIIIIIIIII ��oom0000mo9 rSuBnrv. & L 071. OAKLAND LAKE (LOT 28) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00028 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA art DOTE: 6 /5 /18 9CAuc: 1/4"=1'-0" "zo SECURE STRAP TO CONC. W/ (2) 3/16'x2' TAPCONS 3 1/2' TI CONC. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) oexl 1/4 SPEI=T METAL Sc EW8 A/C CONNECTION TO PAD DETAIL 9 PLUMBING ISOMETRIC (SEWER IG. FTG. ,RS EA. 5 MIN, 3' I) FOUNDATION PLAN. ELEVATION 'S' SCALE: 1/4 = I'-V' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesig ng rou p.com AA #: 0003325 1 �IIII"I'II' �oovovovoo� SuBDIV. Ili: LOT: OAKLAND LAKE (LOT 28) MODEL• 1452 XXX00-00 PROJECT#: 2784.000 00028 PAGE: FOUNDATION PLAN 180 MPH EXP. C ARCHITECT STATE OF FLORIDA D.A(=: 8 /5 /18 SCALE: 1/4"=1'-0" SHEET I OF g I i 4(1 � N A N m r N 1 Q �r r=L1=VATION V 3CALi=. 1/4 = I'-0' A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIII'I �oocooe�ecg BXMDM & LOT: OAKLAND LAKE (IDT 28) MODEL: �1452 X)MO-00 PROJECT*: 2784.000/00028 PAGE: DOWEL PLAN 180 MPH EXP. C ARCHITECT - STATE OF FLORIDA i J,. J S 12079 LL r;{ TE: 6/5/18 CALM: 1/4 1'-0's S IMET 2 OF g WALL LEGEND 0 54-EAR WALL SEGM�AIt � �� I� WALL INTERIOR: 2x4 WAIL • lb' O.C. UNO. EktERIOR= WOOD FRAME WALL f4=R GC71`iMUNITY SI°l=GIFIGATIONS. IR t0 TAE+IE N/83 FOIQ MMIMUM REC�IIIREMENTB MTERIOR NON-ilEARINCx FURRING At MASONRY $' WOOD FRAME WALL, Zx4 • • 14 OrC. OVER FOIL Z4' OC MAXIMUM, U.NA ® LOTT'S CONCRETE P.D. HEX 771255 WINTER GARDEN, FL 34777 PH. C407) 656 2112 LINTEL No. LENGTH t1'PE C.OMMENtS L-I I'f'--0�' B128-$-fUU/(UI i'RE$'iFi�$6ED L-7 4'-B' 8✓!2-$-IULIK■JL L-3 5'-10' BJI6-$-II.UAfO�L L-5 4'-6' 8/74-$-f1JUN0Jl L-6A 9'-4' BJI6-$-fllWfl� L-6C 9'-�' $JI6-$-fiJUlf1.L L-'i 4'-6' 8/!4•$-fIJLIXO,t L-9 4'-6' 8/1a-$-lUUKOL CAS RE,�' LINTEL SCHEDULE LINTEL No. Li=NGtH 71'P� COMMENTS L-I li'-4' EF2&19Ri PI7E81R�5$�1? L-2 BI?F72-®B/tT Ri=C�b61=D L-9 EFI6-®BAT L-� 4'-6' 8F24-mBAt L-5 4'-6' eFZ4-OBAt L-6 7'-6' 8FZ4-SAT L-bA 9'-4' ZFI6-63Rt L-6B II'-4' eFlb-SAT L-6C 9'-4' EFI6-SAT L-1 d'-6' 8�Z4-@BAT L-8 4'-6' P.F24-09At L-9 +�'-8' 6F14-OBAT L-Im 4'-6' EF24-®BAT L-6B &aNC L-6G L-6A 25- L-9 L-8 3I+ L-� Y3-$H 1 5PJ68 SCsP L-b GREAT ROOM V-v CL& DINING L-10 ■ 6-v CM ■ OWNER'S SUITE j S'-S' CM "\ f ■. ■ i `X I II I IID �o II� I II ® � �: — — I I I II ■ o' I HITCHEN a' V clOL I I --- --- II 1f.LC t'-a' cdrx 0. BATH II III ■ ■' cl& BATH i ■------- u-�1Ji 8'-8'GLCs. 0 _ _ _ , BEDROOM 3 I I � a'-e cL� ■ S; FQ R ■ e' V ct� Fff - 2—CAR GARAGE — — S'S'Grx ■'` --- ■■ ■ 8ENTRY 04 C LrL I L-3 I a I ■ ■ I BEDROOM 2 ■ L-I a-e ur 16'-0' x 1'-®' OI-w ------------------ �tlt>. ■sad ■ ---■-----a ■ ■. 25-W t�#33 L-4 LINTEL PLAN 1=LEV'A-F5 " ' SCALE: 1/4 = I'-®' ARCHITECT S 1441 N. RONALD REAGAN BLVD. LONGWDDD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a tides igngrou p.co m AA #: 0003325 r � �vom000voo� i • 41114,105 r(OAKLAND, TJBDIV.dELOT:LAKE(LOT 8) MODEL 1452 XXX00-00 PROJ'ECT#: 2784.000/00028 PAQE: LINTEL PLAN 180 MPH EcXF'. 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'•6-TV 4'•4•(PREC"V 4'4' TO 4-4- (PIwECAMTI -l' To s @'Im!coar) 1149 miggs 4a49 6493 1661 Wg6 age 3063 ]008 No. 4946 M4 Lsmi 19aA MO Ina 111a 2211 get 31P. it" Ns6 .\31' •• i 1. `<. r + ' D--9• TC S'-Res• (I-1 OT] s'-n' To 6'•e' [PRecbev 010 IV Pit 1653 16W 294 2643 3n4 3l Sol ON 5 go Do's 1141 9Y14 1360- V.I. hH 1'-b' (PRECAST) l66 14� 5469 3lY B143 1231 %23 665 1'-1' TC 9-e' fPpSLAaTJ Al all 999 1960 7a99 3R9 4m31 91M ,a A"�CaA7 W2"RFCFAA DAOR 11-I INTFI A AAFF I OaDA CI RA)tT1 UPL IFT OVERALL LMTEL LaNeml CFEb-IT all NI NI TD1<FSb-IT Mills10.16 awe. 1 'labs ••`•• '••3101• ••••449D.: •••PAO 9'•6•ID4'•4•(PRECADL INS:., 2362 3266 1te TellW \ NE \ T 9'-N T04'-s'(PRECAmI W 1604 2312 plat MrOi 4216 4943 S� 6e'3 too ERmg - \ = S. ,.i\. Is As, TRt ?A, M4 HAS nil .. .'. .... C .....r" -CN ERE :. :,.,.I ,, f 4(� ten sae 5'-9• TOO'-ID•(l qi T1 xN n#a z in 52" alit sir am ow `•, a`t: .F"V'; . '�`6'ao..,.G":',e; , l':':`'.}` aS �$): 5'-m to e'-B'<PIaEOABn s10 me 1530 No Ible 242 a p9ge &a 1N8 {64 ST4a 6'-s• TO l'-6• (P1RLg6T) 566 L•64 n65 2166 2Ei1 a%a 614 963 _, .� •: a� T-T'T09'-A'(19rECA9T/ 339i .coo tlBf uzz TAW I09S mein 31e 49m 2H :..'b:6il4T :t;. ,Ea<4 .. AZ0rMM4^'ETt LINTEL ICHEDULE MATERIALS L f'c 8' precaot lintel P 4000 psi 2. f'c prestressed lintel - bom pal 3, Grout per ASTM C416 f'g - 3000 pal w! maximum 3!8 Inch eggregete 4 8 to ll Inch a IMP 4. CICncrate Maevil LFlite (CMU) per ASTM Cw wAnTrimum net area compressive Wor n . I900 pal 5. Reber per ASTM A615 grade 60 6. F rapstroestng Strad per ASTM 4416 grade 210 low ralaxetion 1. Mortar pa' ASTM C210 typo M or S GENERAL NOTE5 t Prcvida full mortar bad and head joints. 2. Shore Filled intals all required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-1-ftels are manufactured with 5 1/2' long noldhas at the ends to accommadeta V4lMrCCI call rainForcing and gicuting, 5. Roferanoe the CAST-CII Load Deflection Graph brodlwe for lintel deflection Information. 6. Bottom field added rabar to be located a the bottom or the lintel cavity. 1 1/32' diameter afro stirrup* are welded to the bottom steel for mechanical anchorage. 9. Cast -In -places concrnro may be provlded in oolnposlte lintel in luau of concrete ma"ON unite, IS, Safe load rating based on rational design anelyere per ACI and ACI 53C 10 . the exterior aurfece of lintels Installed In exterior concrete masorry walls ahali have a coatin of stucco applied In accordance with ASTM C-236 or other approved coating. IL Lintels loaded sfmltartewaly with vortical (grevlty or upll ft) and Horton toI (latwo I) loads should be d'noked for the combined loading with the following equation: Applied vertical load. Applied horizontal cl 5 1D Safe vertical load Sofa horizontal load 12, Additional lateral load capacity can be obtained by the designer by providing additional reinrorced concrete masonry above the lintel. Sao detail at rightl 'm=1500po1 SEE SAFE LATERAL LOAD TA5LE3 FOR LOAD RATING FOR EACH ADDITIONAL REINFcl;l CMU FULL couRSE /2a CLR TYP C2) •5 RES AR on, • GRAD or GR60 I, All valuoo based on minimum 4 inch nominal bearing. Exceptions Safe loads For unfilled lintels must Igo reduced by 20%.If bearing length ie lase than 6 1/2 Nlchoo- 2. NA = Not Rated 3, Safe load* are superimposed allowable load,. 4. Safe loads based cit grade 40 or grade 60 field rabar- 5, CTm 01 robar may bo subatitutod for two 5 robare In B" Ill only 6, The designer may ovaluste concentrated loads from the safe toad tabise by Calculating the maximum rail moment and shear at d-away from face of support. TYPE DE5iGNATION F . FILLED WITH GROUT / U R UNFILLED r-=ANTITY OF as 525AR AT L BOTTOM OF LINTEL CAVITY 111 8F1r ®15/IT aLAN OF 5 REBAR AT TOP INAL HEIGHT NOMINAL WIDTH 1. Fo• ccUrpoolte load From next 8. Far Impale larx no longest le S. All safe loads 10). All Safe loads span. IL The namber in t percent reduc'. real Example gravity load - (85) . 5501 4 n A. I � I 1-6/8'ACN S' NOMINAL L .ol i•mlghU not ohown, use safe war ITUI. ehI r not shown, use Darn load from th shown will Of pounds par linear foot Send on all ouppomed the parenthesis Indicates Ille I for grade 40 field added '6- lintel type 8F32-IB safe tl2av w/ 15% reduction 6412 -5 IIRE15AIR AT TGf-' MIN, (1) FI 1-121 CLEAR N4 SAFE WORKING LATERAL LOADS (PLF) e" B 8" LINIELL5 LINTEL 6NE lA1ERa1 LOPES LNIEL (RF) TDI61 Tab B}C 606' -o l RAIN 601.10 P-I@' Peobl I%B M64 31•6' PIawo Ilea 1316 4'-0' Font 644 1614 4'-6' Racal No 126 44- Pnme 600 IY3 a-4' P tat bell ENE Preset N43 105 6'-4' R tau 6so I364 W-6' P"N". 62 Ilea Pass Nis 101 1.6 Preee 446 so 1'-B' Rana! 4011 m.4 61 R®a1 em 614 0-r Pool, N4 to V-4• Foal in BOB IS,,. Ptmarl Fa 40 R-4' PrrAA 133 me U.I. Preplo. I64 Boo U'-'. R®rrt wf 104 S'-4- R6-be a 404 w'•@' Prrak ffi 391 14-P Robocod NA 341 9'-4' Prmnwbe Nil 86a m'.-0' Rsweesd tU is R'-r rt.Aaaa NA 716 mr pi. Raarneed NA DR 21-4• Arsaraas, NA 151 2r-4' Ralrvrwl NA U0 a4'-0' Rert os NA M NR . Not Spip ,on! LOTT'S 9 CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 1)) B/B-S-(1) 5/(0) 15 NOMINAL VIDTRA4EIGHT OF LINTEL r PLAIN OR SOLID LINTEL 1 /16-P-#U/#L] ND: OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY - Teal Laym V-W 41-0' rs rr r4i VAP V-B' TIN O-V e-r rya RmCaal Rewrl Prase Plmae ReDs.l Fnal Revel pno l Praleal Re®m SAM LATERAL LOADS f!"M V OD:R V Word NEVER WADER PLAN BGID Rn poll Ella I6TT 061 loll 1s Ilea a9 Ilfia 6Bm In1 BD4 %4 411 161 N6 664 86 6N GROUT 45 REE'.AR AT HOTTC' OF LINTEL CAVITY BOTTOM IZINPORCINQ PROVIDED IN LINTEL (VARIES) GENERAL NOTES; L DODS$ I.I. FLORIDA BUILDING CODE RESIDENTIAL, II EDITION (20r), SE'CTION.4 R4022 4 R606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, ST14 EDITION e20Y1), SECTIONS IWI2 4 2101. to. I'-111LP MLi G:JDE :`�GIUIREMENIB FCR Fg INFORGED CGNG�7E (ACI 315-001. 1.4, AMERICAN SOCIETY OF CIVIL ENGNEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 511PUCTURES (AECE 7-10). 2. CONCRETE= 2:1. CONCRETE COMPRES" STRENGTH AT 28 DAYS: 2.11 FRE-CAST W/STANOARD REINFORCEMENT-4000 P51 VI PR€ -CAST IW-RESTREer REINGORCf11ENT-6000 P51 2.19. GROUT PER A5TM C416 - .3000 PBI W/ MAX. 3/8' AGGREC ATE, 8' TO 11' SLUMP. 2-2. )REINFORCING BARB: 2ZI, STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A65 (GRADE 60) 22,21 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40X 23. PRE-STFill STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 KIN 2A DETAIL REINFORCEMENT M ACCORDANCE WITH ACI 315- TABLE No. I REINFORCING SCHEDULE It LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' a 8" LINTELS LINTS. L1Er4M4 GEAR SPAN UNIEL tM WIS. STEEL INFILUP GRANtt CAPACITY Met (OM 6RAATf CAFAcim' (PSI.IM UP.PT CAPACTY Ift (IHtU UPLIFT C PAINTY (IAL Oft PARp9 Mq Tor SIM GRAVITY CAPACITY a'.10' I'-b' FREfA6T lVv (urn 4i40 T TNVE we Kttlp 3.4. 7.1' PFEUBT alv (I 1415 oil MIT as AND 4'-0' 240 FPEc46T U)q IVR ilea m1 2TR 33c6 89tb 4'4' T-1' FFFG46T fVv MID 134E Z165 2165 dace 266E 40 3.4 MKa4fiT Ivn MID al Kill "1 24 2421 5d 4-m FRIFUM' n)q OPP TAM 551 k5l INC be bIvOI dlpmV MFEGa6T 172)9 fvq w In N33 1410 WIN 61=41 S-0 FPEC4fiT R)a4 fi)q 140 EE 203 186 Tab F[Rla46T f1)W (am 110 Spa UK INS 1340 6-W S-4' P@CAeT IV 44 (vn 6m IN »4 ICI as I-b- 6'-r Muer 12P a4 (2)v 510 n "I m5 ON l'-6' 6'•4' N U)" (vR N °63M 10" 1047 5'-0' 6'-6' MCAR fur 44 (urn GIB B02 4Ia It *4 B'•r 1.0' FFIECAAt UN ❑)e 480 151 861 640 SET 9'4' 01•0' PRECAST 0) -4 ❑>n 416 tea 1a 4BB '190 Im'4' 9--v PRECAST U1M R)9 3114 65 65 Set 613. 1"4' ID14' FRI U)IS U)9 A bat Bel 911 1 60 17'-0' IV' -a' FRECAK U)9 (VI5 III WE BN 711 1 *1 Ir 6' RV REGSBT U)9 U)s 7" 451 4% 701 1 No UI I V/ PIffCABT (v NN O)s NB 46 40 a14 442 Ir m P.-V "I'll U1s (vq 2B8 '00 Ano felt 38 I4 B' S'-4' I PRE91fESDE0 IN 14 1 (v4 1 NP. 46 410 230 46 -0 F'RE91fff°,,.°ED I U144 a?v I NR 315 311 a0 401 IT-r 16'-0' PRIDTIRnol° D 11114 [i)q NR 299. gas 53 51T ' IB'-o PRENRL"ED U)s U)9 NR 274 724 a1 S4 I@'-0' In FRE51W-411) f2/9 19 NR Can 20t Up »1 21'-41 2010" PRE91f&BB IP MID (21.3 1 NR m ill M Not 22.0' 21 PRE911g°AED (])e (2)R 1 NR Y4 164 pa Im 24-0' 21'-0' Rp6ltffPF.ED U/9 (Ve WX U7 Im 4w YA Lr _ r R r s- D•r 6 rgapgts ®®®®® 11 1® iN97i�IC7�� ff6ii•�Y2L'�i(s+'77i��la�i[ Jii(' �f� �<i®f0f0pf0 IIICIL'7�IIIF$Sir'�ir.Simi}lr�lllllllliB%��Ser�ir'T.f-�IIIIIIIIfES:�iG°"7 N��f�tUL�®1�l�f�0 t<$�1��:*ii�i7F!♦�4f1'^ ti177�1-�E3`.��'.e� �Iti$rl♦=4T dC.3�EF7�:Uf]�ii�fit'�tfiLi•i5L_'� MR5-L7i'53171i:� IN ME ��R111111gIZ��r�f�p �F� I'®Ea➢�"':{�:*.-Sit��riS�iF.=SIO�ff5��'7 �ir3i�717tfI'ENFI�tY3�i'r�iFI' 1'��fL��f3z �ISfBR��R�fOp f��IF3ffaff:"'.i�3iltfJl'�t9F��i('�IO� ��ff::�n..�71111111iFD.7�1�0p0 ■d�a7111'-iC71r 5uRT7�AL'�tt3Li•�E•�i€FT�tli��;%�i♦ ®�f`�1�7�3I;-�I�t'3Sr�iC7i -Gr7i?2i© fi�7��35 c;7K��IIIIIIIIIQia��itt;' jii TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FLF) 8" X 24" COMPOSITE LINTELS LNIEL LINITH CLE 1R SPAN LIM1IBL TITS LWEL STEEL eRAYlT1" CAPACITY (OF4 aRDI aRAVBY CAPACITY UAL (IM e R C4rACI7T M51-nsU W-(FT CAPACITY (IML (VOU 9o[TOM IWR TOP EAR 316' 2'-r le1R [21n Nal IDgee 2M IA@pd 4'-C` f2)R 6 4'4' 9.1. V q Me o014 10000 lCmeID IO6CM 4•a' T IV9 in`2 T65B UHLO 1061 Im0@Yi W-3 CPU an wav Has am 6'4- 6.0' EEIR []I% (v9 SOT Ill 4154 S" Q? v am ANSI NO 6'-B' Vill PRE T (2)44 (21q 614 5461 Ann "to Iran64r T fva4 RI 62M SO 3242 6411 T.' ' - ( INn 6024b b'� 6'd• - IvV ) III Not Stall goat me ' T- 1Vq 40M 4011 poor MO %•4' b'-0, T Iva. Mv Alto =6 Apt Ho' 'LV ]k am go awl 620 Am3 IP•4' 10'-m' WS W5 Mm EIS illI-p 114 T ( 9 IRS Ir-6' ' - T a?% (ve 2141 21C On Uns e'•4' la'-m f9/e No at W06 'AST f r t219 a1 -agns 14'-0' e'•4' R fflEp n)q We 250 Iso 655 12M -4' W-v )q n x IT 4' Ib'-0' PIffe1F3? foal [?Iv ba0 No 464 9e ]0'-D IB-e' PPffb1NFy¢p (ve (vs 119 OR MY B06 '- g0'-m' FRE921g (v9 ] 3m4 60 2a-0' p0'-6' PFEryv;aem n)e ?21 9414 SIR 2% NIS 24'-e 22'-e• 024 2 TABLE Him 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 26" COMPOSITE LINTELS LINTEL LLMN CLEAR WAN LNIEL TYPE LIME) $TEL GPAYIT( CAPACITY (O/B8.(t Al CRAvITT CA"AcnY 151-(8911 LRLIFT CAPACITY IA5-ClA8 IFl-PT CAPACTY (I)SL nAU WITICi9aAR TOP 14 0 11 2'.- PFEU6T MIR 6DFXe 10LOm Ira'-00 Not ' TO TwKmt 0) U14 4.6 3'3' T CV9 lalR spin lm WIDE_ gSaO 44R 3'-d' fi6T CU4 sonIODmO Ip o R No 5.11P a'.61 PRECAST WIS z lom lm sole om o a)12 EPSON I&Wq 6'6 9.3 PFECA9T W% W 1: Call l� Use 8'4 5.4' i fvtl (R1R ffiN or UCpW 2 9%1 no693 lb' 6'.4' mi.401' V% (11R Val. 96B 141 10, 0-v 61-P MRSI a)% 3 "I lBl'i 3316 6661 1 1•4• 610' 1 PRINAST I W% a).2 061 B006 2m 410 1014. :.2'PRECACT 21 n)R 0OI SW '- 'FRIECAlir v O.0' (2/9 1`27`5 me Hpis I3% gill -2' Vs (2) 3'-4' 1710, PRECAST O)e a)9 2416 Nit ISO 250 w-m' II18' PRECAST ale 01 2218 22W 93T air 144 I'-'PREDEFIDI QP14 gel 'as K51 V-4 14'-0' MpEDTFESIggic (DV (2),IV 260 2616 663 US n-r 1614, PIa6T ow n)a ) 1 10 V PRESTRESSED5 (l) 9 20'•0' S'-B' 66m lure U)9 His (VID M 9 1309 00 not 669 nn-v- 21 F4E81REmEn (2)e 02 311 621 W5 r- ar ,•r s- r•r FJ7LI��IQ9is -.m^_gitrK!•iFiL�E3UC51i)a�lJL9�iSil�^'.� L1C]1f3E-yr�3itFiL�®�TS�iC3d�iCY �i"t�p ii®ia�i®ti3Li•0�®00 iiiit': �'i'itfL'�tiilrJi•0�®00 F3L9t'd�r��Iit47L�iflLi•t3ii�>it'•��l♦E3 I�i�lm�l®00®�0 i9�E7t'Iir�elitfiL'�StfYi•i©©tic" ^>t [fII7tRY�f.�41it{FL'!•iRL�i_'`ii�'?>•t iiA=�5i �9�m�.,�i�SBLi•i`.�70t��'-lap �f�m��tf}il.ltt3&�I�IIi�..�A�©0t5:� !H�<1E7i"'3axeli�(}Llttli�fi'.f tt=��a��3'.�tSC� �BCI��«�tF7S�®�Opa�:ap ®®r�4iiftr�tilt�0®®00 ��ilQJ7�--$v'*:iitfil,i♦ti3I-�il�lEisi.7�i '�a14� TABI F Nn. 9 REINFORCING SCHEDULE & LOAD CAPACITIESPLF SAFE WORKING LOADS ( ) 6" X B" RECESS DOOR HEADER LINTEL 14 CUM opm LINTEL TIPS LINTEL STM BrPILLM GMYNT CAPACITY GpWITY CAFAVI fIJSL(Emu 69AYNT CAPACITY (1/9Ln`SU )PLO( CAPACITY (1151.(IM UPLBt Call (LSLUJP41 5DTYQ19AR rOP aVaA 4'•a' 2'-B' CAST a)-2 We 1151 I4PJ IQ WallU6) 4'•r T-10 CANT (21q MID foq END U20 ITS m5 LAI -7 (2)R MIR Ili III My ID% ' INEXACTfvR I 5'-d 4'-4' CAST (cos S% Bob sib I'm pill 6'-9' S'•4' GMT ((vas 465 695 am'S0 H. 451 q m T-e W4' PRECAST Map I 21) 0 46 Pq 412 2A. CONCRETING OPERATIONS SHALL CCt'PLY WITH ACI STAFa7AFY38, 3. MASONRY, 21 DESIGN AND CON67RUCTICK $HALL CLINFORM TO THE SPECIPICATfON OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05, 32. MINIMUM MASONRY UNIT STRENGTH, F'M I500 P51. 33, MORTAR SHALL BE TYPE 6- 4. STRUCTURAL: 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A $FARING OF 5' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER PI-ORIDA BUILDING CODE RESVENTIAL, 6TH EDITION (2011), SECTION RG06.14 OR FLORIDA BUILDING CODE FIRVD€Nt AL, II EDITION (2014), $ECTION 2I04.1,5 1) 0 CONTINUOUS (1) p CKRinNUOU4 �g 316 SIMS" KNOCKOUT BLOCK 3I6 fPX1E" KNOCKOUT BLOCK a- ORFlppU� a -3t• NELD) INE D) ,era �•AtCm IN '•P TOP BA0.41 min "e. SEE SCHEDULE .SAL SC#EDULI' (1) #! CONIINUOU6 1 `• • I ' 1) P Ce"NU0u8 t : flED OR RRWam) T 4'-O' ea <„'• 7/32' RiIWELDE AT 4'-O" w m OR WELDED) N� _ r � QTyDB1 SEE SCHEDULE (PRECAST) BI BEE SCHEDULE BAS-S-41) 05AI) #5 PRECAST 8/18-5-(1) 05AI) #6 PRESTRESSED ea.r 32" 1 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS UN7ffi LEN51N GEAR M56A Well IYFE LINIM STEEL Rt WAN. Wei A AIT (UAL Oft UPLIFT CAPACITY (P9L Oral UP.FT CAPACITY T (45L(aTbli LrrrlOAR TOPB 1'-b' GMi Ul R (04 OF 2V-2, Irma' il Call 0% (2A W5 Woo )LOUD mm r--V Y-T My (VI am low low Upw f-r3V + Woo, CON) MM W-4- r•m' CART fa's (vq UDLO IL6YL0 ffi19 Sol 5 IP4. CAD" GJS 2M am low 1016 MOO 6-P 6.0' REcoal (VN on 00" 8'-6 I.,.all2 mm lQ SUN YMte fiFf-F Mal Cv q mm Nil 141 b'•r CABi ill q (v n BFBI bp00 4456 N5 T'-6' 6'-r CAST Ultl OnnBlia Idt'e9 111 0421 1p-a 1171 014 "-- Y-e CAST /a/ % UJ 9 VIN 52W 18K0D ow Bps 2127 'am Sol U'-N 912' CAST D)'4 (2)n 40% 5e49 3034 424 R-4' Y'-0' _ L.OBT Curs 41L 4 21 r83 3633 S.". [2'-6' U'-d' b'-2' It'-0' CAN LAST U1 Ule (ail!" )R 54a a804 9412 eIN all BY a% AD.S-6 M" w•E' S'-4' _ 8 D IV% 1 E31 eta l4s 404 lb.-4I N'.a s o a) % lz 6a9 I _ W 1f1C (V 44 551 : 6 D 05 ( 1 3W3 @ 01-01 - U19 fv9 Ill 21 -4' aN'-e' 611aSSED d19 3 A -0 >pillmR33ED UI9 a4•-®• a'4• TRR%F.D nle inn 1wl o4r 314 W� TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LMp. 1N GEAR SPAN LINTEL TIRE LBREL STEEL DIWITY '3PAhTY CAPACITY (IMDL UPLIFT CAFACRY (11DL (VW UW FT CgPACrT (Ift (?M4 50"Tal BAR TOP54R CAPACITY 41N. (MNAL 2)9 e a@ n r-b' 3•a' Cd6T IV-2MI m47 -oil 4611 W20 ra a•4• LABT (urn (t)q are 6aa1 slam ilia -{' 1 (a19 II ' Lb All' 1 f V 1 M44 6-4 6 0' CAST (w R4 (v n °,@% 30]B 2m KID 6<• 5.1 ell ev+4 tBm 20 23%e 30M 64 1 5-a' 6-0 PN°LAST Ufa Q)N (vai eve We?o 250 zIW 1lN pip 2pq DOB sib 2895 29 #5 04 VID' b'4' C4oT imager im (VV qon )Sal 14M mm Od' T4Y ptffLANi f2JW Ua IND 1%3 IBIS CAST Mu () q 9 7' use 1160 pal IN4 RA' Im-e CAST f2)s 50 IN ba Ba I4. Ill LAST f2Jro t 104'2 I@11 594 pal x T w W I'-B' LA9T U29 ah•! 541 042 a4 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES .SAFE WORKING LOADS PL 8" X 14" RECESS DOOR HEADER LN2EL Ell CLEAR SPAN LNNEL TYPE LNIEL $IB 5R4ATT WA'Ail- ;0XITT nsL aM IPLPT (CAPACITY n15L flm LKFT CAPACITY PASIt U,SU aOTiLt15aR TOP B!R C18PAC17 Wiley /1H52 44 1'•B' - C407 Ivq (vq 3651 iDo6a 1440 l 4V. T.", CAST Ivn f2/9 9906 m% 0143 Tom 3'-0 Wy We ASIS 0 4' t OPU 2819 62X N'4• 4'-d' CAST UPS 3614 MID 3211 lo47 a•B' B'•4' CMT rs)w MN no not 2826 •e• 6• • tsar (vw z Iles _. 7 f7) Ivnlots no 1241 11 9 B' a-4' FkaCMt n)w alq 1616 1436 9W lass 8/14-S-(9) 3�1 A R C H IT E C TS Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX:407-774-4078 www,a bdesigngrou p.Go m AA #: 0003325 r � 01111111111 �ov0000vov� ®V �Yi Sri � i1V i i OAKLAND LAKE (LOT 28) MODAL: 1452 )DMO-00 3XIM CT#: 2784.000/00028 PAGt 41 LINTEL LOADS & DETAILS 180 MPH EXP. C 7111M SIMET 3.1 or 8 A R C H I T E C T S Design Grou �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 h W 2 � [ti o U E w q a q ti A ti b co F a4 I to 0 S UBDIV. & LOT: OAKLAND LAKE (LOT 28) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00028 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 0 5 zd18' I JUL I ® 2018 IDItE:'-6/29/18 s ALE:1/4"=1'-O" HEFT 4 or U SQ.FT. CALC.'S IST PLR LIVING GARAGE 1,41+i2 393 Sia PT. sa FT. TOTAL LIVING ENTRY LANAI 1,945 19 80 Sa FT. SQ. PT. SQ 1=T. TOTAL 1,944 SCL PT. CUBIC VOLUME LIVING 12A32 80. PT. EXTERIOR MA5o4RY WALL 19Rrs. HEIWTS ................................ 0-8' Im LOAD 5Wz WALL NCN-BRCS. WALL OOWOI@R AM CLAOOM WND LOAM SAM MIND EXPOSUF;E FOR 3 I-COIID OufrS CALL + Z lea MPH wND VOTW F6c*1r FOOTAW DEMWTION 1 112 16'-0� -O' 112, 04' 5 26AM -44.03 2 20 3068 DR 36' 001 4 30b4/ -30/64 3 Tl 2E�55 3W 63' 4 3231/ -42*2 4 11 38' 63, 4 3231/ -42b2 28rt4/ -51,09 3237/ -42b2 3231/ -42b2 30b4/ -51.18 5 42 5068 sw 14' 80' 5 6 TT 25-5H 38' 63, 4 T Ti 25-514 38' 63, 4 8 I'l 2 11 Eows 38' 63, 5 TT 2CG-58 38' 63, 5 30b4/ -51.18 WIND DESIGN CRITERIA A. 5ASIC WIND SPr=1=D Mi-14 (3 SECOND GUST) VOLT=160 / VASD=124 MI^4-1 5. INTERVAL PRESSURE COEFICENT=4. .18 C. RISK CATEGORY=TYI''E 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 5A61=D ON THe VUl! DE510N WIND SPEED. PSCR, VI-14 1=D. (201-0 ALLOWS TNESI= FREsOUREB To BE MULTIPLIED 15Y 06 To Mi=-=T THE ALLOWA15LI= OR NOMINAL TESTED VALU55 USED 5Y PRODUCT MANUPACTURERS. IWIG L FRIOR TO DRrwaLL NiSTA1L-ATION ON ALL M4MN G MEMISM T-m' FROM THE FM&4 FLOOR WILL W WRATEP MP TREATED U'BORATE' A TEF"M TWAt1=D eF'RA7 a 16, Of. CABINET SECTION 3 ✓'-�D" I0'-01, BM I UNAI - repo 14'-2" 81-I0" 7'-8" I 5'-911 r I I FIECsl 53 O 25-SH O 25-GH We I 5 $068 SGD I r fn Cl R/t 9 GREAT ROOM I DINING 14'-O'xl9'-4' I 10'-0'x9'-0' ■ aa'-m CLA = I W-W CLG. � I OWNER'S SUITE 14'-O'xl3'-4' W-a' CLC ■ I I I� `its I 640JER4EAp 6'-8' AFP. s I Iry • 10 A I � ■ R!i — 1 y I 5'_2" 4'-4" 3'-6" 4-I0" s' Q PAD OUT WALL HE 3'-0 ° 0.. B/A�T�H H' • 12' AFP. C If' 6-ECL.& ------- ■ m OPT. y ti I its Ci IC ryj A� Zacs 3-64� R-- -� W.I.C. IgoA n rip—y�F; I I - cn ■ '\�..../! LCLtlARD ---y+J-IRT J_IgIm cV H • N10'HEAD($ HE, U JTU5II Oil BEDROOM _0,8 �6xF2 1 ATTIC 6-e LA�—J co 3'-6" 4'-3" -6" 3'-I�° 11-411 wwrl FOYR a R/T 1 3-0 5P. GARAGE 2—CAR -- -- � � IR-ISH 2 M.T. PAML — ENTRY 'I� ■ PAD -OUT ■ HB BEDROOM 2 TidldC BLOCK I I 6 &4RAW IIIAU I 12'-O'xi0'-0' I � I ■ 16'-0' X 1'-0' OHGO wool.— I OWN------------- Pi 25 SH O � 3 t c _al 2'_4„ [2'-4" &Loll al_oll 40'-0 1-01, I r- N I �r r- F]L00DIV FLAN ELEVATION 11 5' SCALE: 1/4 IN: I'-0' A R C H I T E C TS DesirnGrou I. PH: 407-774-6078 FAX:407-774-4078 www,abdesigngrou p.com AA #: 0003325 r 11111111111 01111111111 Lle000a0000g E 8 E O C S V SD31V. & iNT: OAKLAND LAKE (LOT 28) 3&0DEL,, 1452 XXX00— 00 PROJ'ZCT*: 2784.000/00028 PAGE: FLOOR PLAN 180 MPH EXP. C ARCHfrEC:T- STATE OF FLORDA 3 ATE: 8 /5 /18 /BCALZ: 1/4"=1'-0" SIMET 4 OF 8 6' N. SCORED LINT: 8 -8" ERG. NGT. 1'-6" 6'-8" I4DR. NGT.o�_- _ r TE XIUREpCs PEC�]MENTIiDl1S COATMR (ASTM C926)lTTPJ 0 --ltz� 0'-0" FIN. —ram IT, SI NNGLES 12 t5 FRONT ELEVATION 8'-V ERG. �4GT_ 11-0" 6'-8" NDR. PGT.� -- _ --_ --- 5 ONE-RIDw VENT ----- --- ----- --- - - - ;�--- tL i TExrufep CEP7ETlTIOIIS r,0ATNG PE �C926)(TYP)R IASTM 01-01, FIN. FLR —- 12 5t— ERG, I467 LEFT ELEVATION SCALI=- 1/4 = 1'-0' 1=LI=VA110N 'E3' OIL-Rlt')G= VENT OPT-RIDCsE VENT OPEN r Opp -RIDGE VENT ATTIC VENT CALCS UM OF ATTIC IM48QM NET FREE VENTILATION AREA REQUIRED 1 S00 an 9qm REQUIRED VENTILATION AREA 6.21 x 144 W7 1q9L MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.6 x 694.7) 447.4 54IIL OFF RIDGE VENTILATION AREA im %X/uT SOFFIT VENT VENTILATION PER LF 11.74 14K/LF TOTAL OF VENTS RmQunm 880 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 KUL REQUIRED IF OF SOFFIT VENTII.ATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 IF �TEXIURW c NTIOUS L_Jl cOAI tm =1% lASTrr C926) (TTP) - - — - - — - — - - — - - - — - --- - ,0'-0" FIN. FLR. _ 08-P" ERG. I-ICzT. -oll qDR. qGT. vL%,]EAJR ELEVATION SGALI=: 114 - 1'-01 r=LI=VAtION -5' f —Y 00'_0" FIN. FLR. oll -- - - - — - - — - — - — - — - - - — - -- --- - TEXTURED wiETlT10LL5-o" COATING PER lASTM C926)ITYPJ u� 01-0" FIN. FLR �-oO'-O" FIN. FLR. �$F - - - - - - - - - - - - - - --- - RIGLITIT ELEVATION S .ALE- 114 = 1'-0' ELEVATION '8' A R C H I T E C T S Design GrOL iP.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA#: 0003325 �I"I'lllll �ovv0000voJ sxmr)rV. de LOT: OAKLAND LAKE (LOT 28) MODEL: 1452 xxx00-00 PROJECT*: 2784.000 00028 PACE: ELEVATIONS 180 MPH EXP. C ARCHrrECT- STATE QF FLORIDA ATE: 6 /5 /18 SCALE: 1/4"=1'-0" SHEET 5 OF g CONNECTOR SCHEDULE OpN?ROL DATE 01-e1-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 145E NTA 16-18 14W (H ied x 1 la. I -PLY, (6) 16d 2-PLY, cusp; CIO) led X I IR- • NO 166 OPTION) y- X z 0 (2) MLTAH1 (2) NTA 16-I5 2SOO CIO) IOd x IR" 7-PLY, fUSP: (10110d x I I/E7 190E <14) Ibd 2-PLY (USP: NO 16d OFTION) HE7A-16 1510 HTA 16 160 (9) led x 1 R- I -PLY, (5) 160 2-PLY USPR (10) Ned x 1 IR', NO 16d OPTION HE7A-20 laic HTA 20 1615 <9) IOd x 1 12' I -PLY, (Sl Ibd 2-PLY USP: (10) Ned x 1 14', NO 16d OPTION (2) HETA-20 2035 (2) HTA-20 311E 00) led x 1 112° I-PLT USP= (10) I0d x 1 IR' 250E (12) 16d 2-PLY CUSP: Np 16d OF110N1 LGT-2 215E LIKT-2 1915 <T) - V4' x 2 1/4' tITEN, 2 PLT (U9P, BLK f8) V4' WB, WpDD (16J 10d V) Q DECAL-20 2480 NO USP CONVERSICN FOR S1MP90N pETAL-20 OW - IOd x 112, 1 PLY MGT 4 3965 MUGT 409E <ll 5!e' A.TR M HIGH 91P-EIJ'...TH EPOxT (MI11 i2' EMP.EDL (221 led To Wopp fUSP: (28J IPd TO uboD1 WsT-2 1098E HUGT•2 9365 (2) 3/4' ATR IN HIGH 9t,�TIGTH EF'pXY (MIN. 12' EMBED), (16)10d TO WWp (U6P: UlCop (B) 10d) HG7-3 « IO530 HUGT-3 9365 (2) 9/4' AT.R IN HIGH 9TRLTY TH EF'OXT (MIN. 12' EMBED), (16> lOd TO WWp (U6P: WOOD (e110d1 LGT3-bD62D 3205 LUGT-3 5330 OV SDS II 1A' To GIRDER (4) 3/V x 5' TITER HD To WALL (USP: GONG. (4) 3/9' X 5' LEI BOLT, WCop (12) W535) L7A2 1210 PARALLEL To WALL 1425 C EDH NDICULAR TO WALL LPTA Ob5 (10) led x 1-12' CU/5P: CIO) led x 112' VGT 484E NO USP CONVER5101N FOR 61T IPbON VOT (V 518' A.TR M HIGH STRENGTH EPDXY /MIN. 12' EMBED), !I6)-SOS I/4'X3" To WOOD C2) VGt 1185 NO USP GONVER6IC14 FOR 51MPSON (2) VGT) (2J 5/e' A.TR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SpS I/4'X3' / 3 PLY MTS-12 1000 MTO 12 15S5 CR) led x 1 Ia' 46P, (14)106 x 11R', (14) IOd) H'T6-I& 115E HIV 16 166E (1611ed x 11R' (U6P: (16> 10d x 1 Irz', (16) led) HTS-20 1450 HII➢ 20 2045 (24) led x 1 12' (USP: f24) IOd x 112', (20) l0d) HTS-24 1450 WM 24 2045 (24)I06 x IIQ' (116P:(24)IOd x112',(20)1Od) LSTA-12 «a 925 L67A P tic (10) 10d U6P: <101 led LS7A-16 a 1235 L6TA IB 1360 (14) 0d USP: (14) Ned IMSTA-M «+ D15 MSTAHS 1315 (14) Ned USP: (14? led MSTA-24 ++ I640 M5TA-24 115E <15) Vd USP: OW Cod EL Q H MSTA-3O «. 2050 M5TA-30 214E (22)led USP: (22)IOd MSTA-36 ++ 205E MSTA-36 2525 <26)led USP: (26)IOd MSTI-36 380E K911 236 3050 (36)10d x 11/2' U6P: (96) 10d x I irz' Lo MBTI-4B 5066 KiSI 240 425E (413) led x 1 la' U67: (48) led x I IR' H6 S50 LFIA b 15� (5) Bd TO PLATES, (9) ad t0 Wuptl (LW�: (16) 6d z 1 I2', (I6) edl 074 Bay SIFT 4 945 (6) Ned x I lR' TO STUDS USP: (b) IOd x I la' TO STUDS A54 395 MP 34 410 <4) Bd x 11R' TO $FAA, (4) Ad x 1 12' TO P05T. USP: (4) 8d a 1 12' TO BEAM, (4) Bd x 1 I!2' TO POST. HOP2 645 HHCP 2 1010 (12) led x I IR' USP; (10) led x 11R' TO TRUSS, (IV) led X 1 IR' TO PLATE 40A 139E RT 16A 218E (10) IOd x 112' USP: (a) I0d x 1 R. To TRESS, (a) 10d X 1 In' To PLATE VGT I HI 4565 PHD 4A 4b35 OW-51P5 I/4'x3' TO WOOD, (10}SDS 1/4'x2 IR" WV THREADED ROD, (I) NUTS/WASHERR PLY USP: 5/B' ATR MIN. T' LMBEO SEY IN HICsH 9TREN(aTH EPDXT, (IV) WSW � $DMEW5 VGT 1 HD10 494E TDk 10 511E (16)-606 V4'x3' TO WOOD, (3)-3/4' STUD 5OL75 VTHREADED ROD, (2) NUTblW464FRl2PLY USP: 1/0, Am MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4)'VB' THRU-BOLTS X O ABU 44 2200 6665 PAU 44 2555 6715 IMID <V 5/a' A.TR M HIGH 51REN<E14 EPDXY, (MIN. 1' EMBED.) IN CCNC, (II TO Wav UeP; SAME AS SIMPSON ABU 66 2300 LOW PAU (16 2535 0) 5/8' AT.R M HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN C C, (12)*d! TO WOOD USP: 5AME A5 SImlFSON LTTI9 « 134E LTS 19 12O5 (V 3/4' 4.732 IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEp.7 IN OONC- (010d TO WOOD USP: SAME AS SIMPSON L77209 +.. 1500 LTS 20B 1105 (1) Irz' Ai.R IN HIGH 9TRJT4114 EPDXY, (MIN T EMBED.) IN CONO, (WOd TO Waoo USP; 5/4• AIR MIN 1' EMBED SET IN HIGH STRENfa'TH EPDXY (10) led, 00) led x 1 12' 2-VF _ 0 Z Q HTT4 4450 HTT45 4465 lU ala' ATM IN HIGH St NgiH FP (MIN i' EMBHp,) M CONQ (Id) Spur X 11R' CUSP: l2O) 166 X 2-IRS USP HAS NOW NAIL OPTIONS. (WO IOd, (20) led x I-I/Z', (2W 166 x 2 la' HTiS 50� Htt45 549E <1) 5/8' ATM INHIGH 51REN3TH EPDXY (MIN. 1' EMI IN OONC, (26) 16d X 2 VC CUSP: (20)164 X 2-1R'J USP HAS MORE NAIL OPTIONS: (25) led, (28J IOd x I-IR', 00) Ibd x 2 112' HHORII-SDS 20« 11510 UPHD II 1208E (I) 1' ATR IN HIGH 5TFE.TG714 LP'OXY, (MIN, IV EMBED) IN CONI% (24) 5D5 /+' x 2h' WOD 6CFEW5 (USP: (24) W53 HOOD SCRI HDTB 6645 TOx 10 5110 (1)1/6' A.B. IN NIGH STRENGTH EPDXY, (MIN 1' FMEI IN CONC, <3) 3/4' STUD BOLTS TO W OD (UBR (4) 1/5' BOLTS) V) MI 3a"135 5415 5330 NFM35XI2U 3165 1130 51MPSON: (V 314 ATR M NI STFgNGiH EPDXY, FAIN. 6.15' EMBEDMENL IN CMU. TOP, (11314' ATM IN HIGH STRENGTH EPDXY, (MIN. 615' EMMOMENT) IN CPA FACE, ClSA06 TO BEAM USP. (I IR' J-BOLT W/ MINIMUM 6: EMBED. + NOT LESS THAN 4' FROM £DG£ OF GONG L' 3!4' DIA ITW RAM6ET/i DHFAp DYNA BOLT SLEEVE ANCHOR OR Fa W/ MIN. 5' EMED OFFTH INSTALLED IN THE FACF_ C:f W (7 Z HU6G412 (LOGO) 3635 266E (FLR) HU5412IF 306E 253E (FLR) 3225 IRI 31T5 (10) 16d TO HEADER (10) 16d TO WOOD ULP: SAME AS VMF60N 3265 (ROOF) HUC410 (CIMJ) I010 SOBS HD410 IF 19L6 <16) I!4' x 2-3/4 ' TINTER l9 pFR FLANGE) TO CMU, CID) 10d TO WOOD: (U6P. (IB) 1/4' x 3' W63 6GRFLL6, f1O1 led TO WOOD. = HUC210-2 fUJ G'I I010 5e95 Hp210-2P I 31T5 (ISJ I/4' x 2-514' TITEN (9 PER FLAN^.aE) TO O9U, (101 IOd TO WOe2D: (U6P: OS1114 x 3' W03 SCRELLffi, f10) 10d TO WOOD HUC210-5 (CPIUI laic 400E HD210-31F i9 i 91T5 (ISJ I/4' x 2-3/4' TITEN (9 PER FLAN3E) TO CMU, NO1 IOd TO WOOD: (USP: (15) 1/4' x V W53 SCREWS, (101 [Old TO WOOD LGUM26-2-SDSI 143E 551 NO USP CCNVERfiION FOR 61HP&ON LGUM26-2-6D6 (413/8' x 4' TITER HD ANCHORS (2 PER FLANGE! TO G`TLL, (4)1!4' k 2 I/2' SpS SCREWS TO WOJD HIGH STR.ENGiH EPDXY = SIMPSQN 'OLT LPDXT-TIE'. CONTACT THE ARCHREO/ENGINLLR OF RECGRD FOR WRITTEr! APPROVAL PRIOR TO 541 FOR SIMILAR EPDXY PRODUCTS OR USP - GIA ADHL5IVL ANOHORINa 5YSTEM9. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL DELL IN CMN WALL MUST BL FILLED SOLID a/ GROUt. •. led OeMMON NAILS CAN BE SUBSTITUTED WITH IOd x I IN' NAILS IN GONJI+NOTICN WITH A 23,* REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APFROVAL FROM THE ARCHITECT I6 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION u+ MINIMUM EMBEDMENT INTO THE TOP OF A SONDSEAM WILL BE 5', MINIIM II-f EMBEDMENT INTO THE FOUNDATION WILL BE I' LJLd H 0 Ai.R • A-301 ALL THREAD ROD (biYE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATION5, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MST BE RE51FON511SLE FOR MAKING SURE THAT THE PRGPER COPRROSION PROTECTION IS USED. U.FSEN U51NG 6TAINLE55 STEEL CONNECTORS USE STAINLESS STEEL FASTENERS. WHEN USING 2 IAX ! HOG GALVANIZED CONNECTORS, U5E FASTEI•IERO GALVANIZED PER A5T"I-AB3 USE pF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AFID MUST HAYS F.RITTEN APPMDVAL FRVII'I THE OF PrzICR To USE. ALL C'"LCTOR VALUES BASED ON SIMPSQN VbOP CONSTRUCTIaY COWJECTOR6 C-2012" ,';'NIGH WND-RIESISTANT CFT1'STTd1CTIGN C-HWOS, AND ANCHpRING a FASTENING 3T5TEM9 FOR CONCRETF 1 MASONRY pATALC� C-543-2012_ MIN STUD _r6 Fir==IR5Mi=i MAXIMUM HEADER SPAN (PtJ UP TO dv'-D' TO 81-09 URA. W-11 14' 71-iI 1/2' ANP UP NUMBER OF HEAp1=R STUDS SUPPORTINCs SIND OF 1-IEADER 1 2 9 NUMBER OF FULL LENGTH STUDS 2 AT EACH II OF HI=ALDER 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 MASONRYiCONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRYiCONCRETE 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 1 TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2110. FUR. LINE (2) M5-TA-16 ROOF FRAMING PLAN r=L1=VAT10N '13' scAL1=: 1/4 = 11-(A' qev. 7 7 7 7 9 C4 (2) Mi=TA-16 5RACNrx 1' &=`I=T 04 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 91111111111 �ooaocomooy SXMDIV. die LOT: OAKLAND LAKE (LOT 28) MODELa 1452 )=0-0o PROJZCT*: 2784.000/00028 PACE: ROOF FRAMING PLAN 180 MPH B"I C ARCHITECT- STATE OF FLORIDA D �T8.: 8/5/18 ® ALE:1/4"=1'-0f1 6or8 5L5GTfRf G4L LEG5ND SYMBOL DEFINITION NOTES I I 110V DuFLLlEX (� RECEPTACLE 11®V FLOOR ® MOUNTED DUPLEX REECEPtAar: IIOV SWITCHED 00"W 4ALF yyT01W DUPLEX WMPtACLE IVV GPI DUPLEX M1PPEP uv clwo P"LT GFI REGEPTA6LE nt travi" RMSTAW TYPE) ® 220Y RECEPTACLE 4 ultra: CCMIEMM �'�,I�p 110V DUPLEX 1 MPFW W C,R01NP KAA1LT Ids, REECEPTAC;LE IMPM ALPX14M MW $ SWITCH $3 3-WAY SWITCH ;)4 4-WAY SWITC4.4 LKTI-4T FIXTURE - WALL MOUNT ). ( LIS4T FIXTURE- }..( CEILING MOUNT LK14T FIXIURE- RECESSED y,t LK&-IT FIXTURE - HANGING y..� LWT FIXIURE- }�.� CEILING MOUNT LED LWT FIXTURE - MP C. PULL WAIN LWT FIXTURE -KEYLESS ?o( L0 4T FIXTURE -VAPOR FROM kj( L64T FIX "URE- JoC PENDANT ® EXNAUST FAN MOTOR LIGHT STRIP OG14T FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CA5WT _ LOUVOLTAGE PANEL © PANEL METER SMOl<r= BA,r 1 W DETECTOR MTewaftctm ® C.AR50N MONOXIDE 19Att a0e.- J1° W pAICUM DETECTOR u�1� C SLNG WX WGLIIEP TO 8E O J-PDX MMOORW IN ACCOMMCE 8V Wk MAFM A9 W0 4 FaR NBPEalCN FLOOD L104T DG DOOR C4.4IMES TELEVISION JACK TELEPHONE JAC4C CTAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN. 1452 LOAD INFORMATION VA 1462 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4M (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 300D (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER w (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 245 SUBTOTAL OF GENERAL LOAD 45,82 FIRST 10 XVA OF GENERAL LOAD AT IOOX 1000D REMAINDER OF GENERAL LOAD 0 4OX= 35,602 VA s (.4) 14,241 TOTAL NET GENERAL LOAD 24MI 5-TON EMAT PUMP,#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65X) 3250 NET GENERAL LOAD 24941 NET TOTAL HEATI 10.450 TOTAL LDADJ 84,N1 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE TPt4% PCRMEM! DAWG MKVA VOLTA9Er 1626MM-240MSNV 6L°R1MGE+ 6N" M4AW AVAIL-41" Iwo 6 t C 11014tr AT 6ECONDAW 81DE! (MdW240 VCI-TW MAX"A M r-AULr Q *ll9kVi F&W "m TRAM i GOMPANY T�.aMeFolaMFle (w • 1 col■ M COND6Crgf9 to b 0 YH1-1wil" coppm ataauaD n s" Commit. Mau 9R COMBO CAN TOO NMI? ZATA W�AT14M PIlCiGP BOX etgevrce oY of m GF%9* LME 200 AMP ELECTRICAL RISER Nam WRCt� MA1'I=RI&6 MP W&L At1" 64&L CO MM-Y W/ A-MIGAMS "WV%fCN6 OF n E NATtCNAL ¢CFTC. CODE. LOCAL GOCIM AND hE LOCAL P=M c0. LIN �� CIGRO" MLo ,. CA" /TV W-7All4 R 1111112010 em 01fNER'S SUITE 0. BATH I I I i i ii - '> va�{l 44 t W.I.C. I CiFI � Jl LL-- - 44'�6 - - LKsHt 4 UP GFI SWTTG4 IN ATTIC , SPRINKLER CONTROL / L 2—CAR GARAGE L I (CFI CLCa. I I 4 1 Ounit I_6� L L� i 1 r N \ . ■e. ]E L]E C TRU CA]L PLAN ELEVATION °B' SCALE, 1/4 = 1'-0' COACH LIGHT LANAI PANtCEILIIJCr� PRI=-WII� d�-�l t i i DINING GREAT ROOM I I 1,II I I / I -r' -HITTCHHEE1 /- ______-; M r I' REF. ------ C>I'T A!C `' BEDRO M 3 i BATH 1 FOYER � I N ENTRY N`� BEDROOM 2 BMW I OUTTLL �UT AMP � OET FOR M. WAVE A R C H IT E C T S 4Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.00m AA #: 0003325 BIIIIIIIIII ��000000coc� sxmDIV. ae LOT: oAKLAND LAKE (LOT z8) MODEL: 1452 XXX00-00 PROJECT*: 2784.000/00028 PACE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ?V,F D TE: 6/5/18 Al :1/4 lt=10-011 SHEET 7 Or 8 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: Product Opening Design Pressures Product Rated n Pressure Manufacturer Model Number Product Approval Number Glass !no Method of Attachment windo" +32.37/-42.62 + /-60DP Ply Gem Series 4712Range FL14039.1 Nortripxc SIC Wood Screw w1m;LAWentImp toacNe"1-V4'doeedment.ReouvedW&ms:HW(n.jamb(9) Mullions N/A /-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A use Y.- Tamon with sudreiartt large, to aotwrve e 1 W minanam ernbear"M wM 2 'h- mir mu n Mp diWrhm Fred Glass +29.65138.87 -55 DP Ply Gem series 4701 Flange FL 14434.1 tin -Impact # 10 Wood Sc: wilh s;Mk ent Wnp to r � 1.1,4' emeadment. Requhett 3ncham Heed (2). Jamb (2) Block Glass N/A NIA N/A N/A N/A N/A N/A Skylighft N/A N/A N/A N/A N/A N/A N/A Sliding Mass Doors +28.74/-42.62 j -50DP Ply Gem Series 4780 FL 14634.2 Nommp.ot 31rT�vAh%,e t we 1 t>m-emsSwin 7 Doors +30.64/-30.64.0/-67.0 ThemmaTru as-m-a- sffoee,5m, Fawwas, FL5891.5 N/A French Doors NIA /A N/A N/A N/A N/A N/A Garage Doors +25.91/-31.39 k36/-42 ClOpay 16X7 Model 73W6 FL16546.4 N/AHurricane Protection N/A /-40 sNaem kftW 24ga Steel Panels FL 11964.2 N/A 1/4" Tapeon Anchors, SG Tapcons of 1/4" X 3/4". All points Sotid-set Anchors. Roof Ventilation N/A Roofing Material N/A N/A Tamko N/A FL18355.1 N/A 8 fogs per mir". 5twvdsrd We rmfing ,al, AM A?WAS sho:ad be 12 gouge was and rnin um head of 3jr. Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in wind loads and forces specified by current code provisions, Name: JAMES JOSEPH CANTWEL L Signature: Design Prof -.ARCHITECT —Cert. No" AR001 These products provide adequate resistance to the seal Date: 06/2 6/ 18 JUN 2 5 PIS A R C H IT E C T S Desi n p 1 oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 0 F V 0. h w C�. A � a q ti O U'l E N O C L svHDIV. & LOT: OAKLAND LAKE (LOT 28) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00028 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 0 5/" 6/29/18 SC*LE: 1/4"=1'—O" 1 Jut 10 2018 IN }�S TIi7t4Y11rTp„ & I)evelt'ai)Sttent Servi'ievA i epart ne—tit iatialsii:aa i?�txlattiYfta, C)ivflkrrT n K.. ....:. Pr4diwt Review Aff&wk Rtiilding Permit !t .__._.._.....-_..___._ ti1Vners Name .._..._...._...... _............... . x}i11f1)i't 1"tod tx"t iM`ICkixsM NU8k1ber Oportirig Ov, t v, P(kxzidt::t Rated s�tadrt:TiYCtilrk:*.u" :fatg duct GSiiss type M61f cid 0f A;t33Y"..}2tn,-ti,, 'RfaT.5 PiN} l f%° ,trfi pfesAsuw— Ar}prC4Al f`,itjlYlber kvlodows ti rscs €700 {P'.t it Cbt' i'8v t:'sr0t F1:,14039 R2. lido-iRrarmaf E..dw il' ' `i` gaurts`a a itlf afnllfr fain iq 110atgc L 11aCic n .&ti*.rtl fh ica :a4i.iux� $ VW, 'wJ�^�1{ i:..'�vYl".S4 :€Yi'%2dlf:i:lEld!"a C;V7t51:4�H11s"flt. �t'Y3:$6:t�f'£+i� B, Ott drs:: blood (2). jamb {3a E%ch' wi}dt#rr1�+, 'v ftb U'iMJ5 t',Wftes 4-7 0 "1-2,37,42,66 ti5(1,40D'i3 MY (kin rL1403Y-R2 tirim-im It'i M` rt•w i%�y on w0th P jai: �'1udT F iimym: �1inl�l. «Id:kdY i'iW,tY ts' i iL}hf"1'F Now f' L�+4ic9 25�Sfl.1 sas axda:,tiaummembedme n'. Required :an trL'SPd'y': {'^it@od (2.), karnb {+t) i~radi w4idow. I�lttllpnn, t 0.6 s 47,00 X,A 73 1?F} Ply f;rem Ff.' 52{i4.2 t .[A 3i16° 1'fV TapGm of &RR.ii:i<:ient .rength to achieve fA In[1""sain 4'IY.Sbggd tt9.lml A7'r 1 L:V" into 4t)fak7€�4c i}itt�f)iY: S+ Auf)vtk'.ktt StAing krl>3:i:5 000d`S Sym4ns' d{%{k •"7F'%'7"}.`w+i.3-,.{}:�, N()524n1pfwt iwkT iopti•4%iXX I}4 hiAfiR6L F&t. 1i }lftt°!.i K: 14" tt71tdimlim Required 5!mtdk7rs: E lF&1t15Fii 4.ti Jamb tti Ekacft uuidYk1:714. Swing Type Doom 0"NIFI(Y', -�-30,64t-',NUS *67.(Y-67.0 l,"4w-maTni F1..r91"Pl..R., R,N I-tV+t`rapo3al'W',Min Embo6ntI-, ' :tx knattr $Ia:r 11 t". #mtiir $ ;: adddF r%kiF tad cie9 t 2" izik} F iharFalass Cleatraimm to adju7wnt anchR"ar 4% OR Et..CO7apcon 1W, Min, :Errihkzdment 1-14', Min Clearance to edge V. IN,, Ceariarr e. to adjacent anchor 4".. t�'S1t7,:h[3r `a eaaGliT fW jAX 18.5' O.C. riar i" 9i 40r5 U.,xi. hied el p i:25.k}t+..i i,34 3(yl..42 Chorea F1,16.546. • tV,iA µiorni) t}`l ooc k o?.1 v3E`tli' o jamb. % <1 7- ',4" rnin umt"aRcdded TapCon, Wx spacing of 7 W ood. 1" 00 st l tvaahoa roaFrtt ed, Ehzr 0- jamb' .13 GA GALV. Sletol flag tXockef adal$lad to jamb -Muth lay 4. wiy W a c 2 ? " X 12 GA 'GALL. Steel bmckotd at�YCRseti t0 % avdttt t11 �/1f5" Y 1 TiB" L#tf'a Stii�W psr tr:�:k 1SraC/lka"kt. ffC71'YMCaK#Cv Protection ,'Te,6jg.":'t. ,=.',iee4 . r'i -Feii}�?•.IQ:Q) �'ast11 rn d� a—W i`t..1 :l K'A"S42 i'xv,'A }/4' Tapfi4717, tt4r1jOt'}3. SG 'I;J}?trtA' r'1$, Qr .1riiRt-}hti :SitM., l:y Y." x' - ' 'AR . t"'iats Wki-6r ell Af_,li0iors. lot nk 1urst RiTtlb�ttrild trt irltCr cxmueAe, of Rootvoltdtatiar SFr Stanford +`4`fA itilA T nalko F1.52193 R3 WA Apply tudavt ami,tit to the under'Side, Ui1'1liCs.iw,. biiWaadgi(it fitulgesofthe rld 'Vent writ. Ccrof nt r+hmild N, 1415 thic. S. and Cxt.0k1'01 2" Calif) roof G.ud!t rlayluent. At ached Ye:li lop avid Sidaz i3aizgey to dea:Ft: With nalld~ r lomd 9" o'c.:tnad '1 1.i-Ym each eudl. After fAstti jng 'fl$iige 'o k%St#1<, n:8.r1 iarlk''t adl erc RKa;;r m,d csbingllk s Ydti;h t slS l fig Cemmnl. Apply' flushfrg, • :t:mcrv't txd. Wxl+crwcl :nail 11culis and Wherever tl;rfr p . krl F1 v irhM:r r shirt ilk t, N raft (i tmd[ 8ayrnGtre N/A "i'.4 t+s;A T r ity f.:lt.D T-1..1 ti3 iib'.R;: NA. Field spacing Plax 12" O.C. Staati'gered OY01%19.atta0 V C7.C. Will) t w, osic tt rosisfant laialane �11i1s '109da'a Ater Plastic" metiat C,iap ?Trills.. Rrn i`r igA t It 1�/` A NA NIA I W1%6) Fi»19355•Ft3 r5'iA avails perslpltaglE+, Sfrsnrfad typta sNngias tonfimg trail, iWit shanks should bra '12 gaugo wire art11 a6Nmom head of 3181. WLssPi0tlfd p0rdtatrato d ac k. rorripfot0y.artri extorid Al hares[ 1f3" 4i. la dr a risieucal (Nat 41ara'kc cckniiYkzurutx or atadding soil :E havc rapprevvil ihel.r u4..w itt. (iris rtructur e, Thew produets prOv'ide mictivats retititartcc to tlx: viud teskIA- 9nd f4rus specified by rtamut tmde provi iom. ARCHITECTS LW 1MVvvUw, rL sz rau PH: 407-7746078 FAXd407-774-4078 wwwabdesigngroup.o m AA #: 0003325 01111111111 �0000m l9U13DIA�V77��.7771��& �L7OOT: OAKLAND LAKE KL'1 (LOT 28) MODEL. 1452 XXX00-00 PROJECT*: 2784.000/00028 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHUECTt STATE OF FLOROA ft: B/5/18 OCALE: 1/4"=1'-0" , ZIEET 8 OF 8