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Home My WebLink AboutBUILDING PLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET 131 GN GENERAL NOTES 1 FOUNDATION PLAN D 2 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXX0 0 - 0 0 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i OL11 N IH kxnes a n h o m e s 1. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) effects" CATEGORY` Weathering depth" Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A N/A Heavy DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB ISt PLR. LIVINGI,452 $Q. Ft. • MIN. INTERIOR FINISH - CLASS C GARAGE 393 SQ. Ft. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LILIVING1845 SQ. FT. RISK CATEGORY II ENTRY IS SQ. FT. *EXPOSURE CATEGORY - EXPOSURE C LANAI W 50.FT. •1-STORY RESIDENCE - • 2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 1,944 SQ. FT. * STATE OF FLORIDA CUBIC VOLUME LIVING 12,632 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION B) 40'--0" 47'-4" PROFESSIONAL ARCHITECT: LANAI 40'--0" 55'-4" 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 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY kANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN SO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S 1Y41 IV. RUIVMLU KLMUMIV DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII \000000000J • 0 3I733DIV. dt LOT: OAKLAND LAKE (IDT #65) MODEL: 1452 XXX00-00 PROJECT#: 2784.000 00065 PAGE: COVER SHEET 160 MPH EXP. C ARCHn'ECT- STATE OF PLORIDA MAY 2 3 ": , /23/18 RECEIVED JUN 15 2018 cf@ Cbunty, Perrnittin GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS IPSF1 'I A.1. SLEEPING ROOMS 30 j A.2. ATTCS I W/STORAGE 20 Al ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS CA "" MINIMUM ROOF LIVE LOADS SHALL COMPLY. WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017), D. ROOF DEAD LOAD PSFI D.A. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KO) 0.86 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 \ G R Fun ncFn Ri in nwcs x0.18 F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION, 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 HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 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 R301.2.1.2 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' A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 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 R302.92 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE 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 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 MIN, WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE 10.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS.1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAOE 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 GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE. IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO. RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1551, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED iN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND. ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 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. S. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. & ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 830/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH 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. N 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 R6062.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2,25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 k910) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL THE FBCR 6TH EDITION 2017 COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.42 (1) OF ( ) 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 1' B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER 34 D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DE'1 ECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELEBS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3, NOTE: ALL ROOMSI SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENT® 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE•PHASE,15-AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT A 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. TIRADCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 0.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400.000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MIDSPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD OR 15132" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. 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, 4 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. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360.. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LI240. 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. 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. DRAFTSTOPPING TO COMPLY WI 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 6-6" WIN DSPEED/ EXPOSURE 16OMPH/B 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM''30 PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 3, CONDENSATION LINES SHALL BE MINIMUM''W PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOWPROVISIONSOF 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-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -• WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -• _ DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I lAAND 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 7.102.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE 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 LIFESPAN.OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT.. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S Design Grou inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.7744078 www.abdesigngroup.com AA #: 0003325 F W O 6. � V 0. 6. W A� a q �q N m H A ., n1 th iv to r0 t` ca m E 8 C6 N E C STJBDIV. & LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00065 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA mmi DA E- 6/29/18 SC E:1/4"=V-0" SHEET G Nor 8 RE( JUL I Permitting St. Lucl GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE. WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), BTH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS mcPl Al. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 AA ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 AT STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS lPSF) B. 1. ALL AREAS 10 C. ROOF LIVE LOADS CA "" MINI MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017). D. ROOF DEAD LDAD lPSFI D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. =160 MPH, VASD= 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC_pD 0.18 E.S. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PST) FA 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 ARCHTECT 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 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 CONSTRUCTI ON AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHTECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 ARCH TECT/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 DESIGNEDAND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 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 721' 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 BTH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE AFLAME 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 ASMOKE-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, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 26 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL BTH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS L19TED IN R702.4.1 OF THE FLORDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. 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 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 DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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 MR SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGSINTOTHE 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 FL68TABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK H 4, 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINLSEE LANDSCAPE DRAWINGS FOR FINAL FINISHGRADES, PLANTING AND IRRIGATION PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BULDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MIN MUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'X THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BULDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHN A FLOOD ZONE, UND, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATLELY BY ENGINEERED SHOP DRAWINGS. 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, 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 ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE%". PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. BRACE FOUNDATICN WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4", 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. CONTRACTONOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR BTH EDITION (2017). MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5. CONCRETE MASONRY UNITS SHALL BE GRADE "N TYPE II OR EQUAL AND, INACCORDANCE WITH ASTM C9046b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FM = 1500 PSI. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BIT IT SHALL NOT BE LESS THAN A INCH AND NOT MORE THAN %INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 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) FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. ORCING STEEL ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO. OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2INCH TO 2,25INCHES (13 TO 56 MR IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kghn') IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC RNERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 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". RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 26" WHEREVER POSSIBLE, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH r B. CONCRETE EXPOSED TO EARTH OR WEATHER: 8.1. 05, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND C.I. #11 AND SMALLER. a/ D. BEAMS & COLUMNS: DA. PRI MERRY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 11W. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS MALL 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] SPACE® SHALL HAVE ARGFAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FSC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 16- 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 WI TH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU 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 ENGNEERED WOOD ASSOCIATION: E. 1. ENGNEEREO WOOD CONSTRUCTION GUIDE F. AMERI CAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN) MACHINE GRADE LUMBER LINO. A Fb =1, 100 PSI Fv = 175 PSI 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 #1) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MIDST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16- OS13 EXPOSURE-1 OR W' 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/B' CDX PLYWOOD OR 15132-APARATED O.S.B. SHEATHING PROVIDE PANEL•CLI PS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADEM.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 62. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANCES TO TRUSS LAYOUT OR REACTIONS AFER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCH TECT. 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 ANSVTPI 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 EXTERN 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/NNLS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'4' WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6STUD SPACING @ 16" O.C. @ 16" O.C. I @ 16' O.C. 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1- PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH'W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''? PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (2017). -- 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTIONP2603..2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH )� GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926 3. LATH & ACCESORIES PER ASTM-G1063-11A & R703.7.1 OF THE FBCR 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L"FLASHING -- HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHNG DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I IA 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 MR ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTR&D1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MR INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-G1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS 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. A R C H IT E C T S i"w R. KVRALU KCAMAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Ad 91111111111 �o�omeo� OU13DIV. ac LOT: OAKLAND LAKE (HAT #65) MODEU 1v{4n/52 M00-00 PROJECT& 2784.00O 00065 PAGE: GENERAL NOTES 180 MPH EXP. C ARCHITECT. STATE OF FLORDA DATE /23/18 scA%O.1/4"=1'-0" 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116. OSB EXPOSURE-1 OR 1/2- CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR 1/2 ZIP BOARD SYSTEM, INSTALLED PER Mk Ny IWET MANUFACTURER SPEgF�'ATIONS. CONTROL DATE: 05/18/18 SECURE STRAP TO CONC. Ul/ (2) 3/16'x2' TAPCONS 3 1/2' TWICK GONG. SLAB A/C UNIT SIMPSON WS ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W1 (2) "Sxl 1/4 S1-4EET METAL SCREWS A/C CONNECTION TO PAD DETAIL 2 YrR PLUMBING ISOMETRIC (SEWER) MODS AW FffM HM" C. FTG. RS EA, S MIN. 3' FOUNDATION ]PLAN SCALE: 1/4 = V-0' ELEVATION 'A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrotip.com AA #: 0003325 i �IIIIIII"I �oovvv0000� E 8 a E 0 c BUDDIV. de LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT*: 2784.000/00065 PACE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORDA a DA": 5 /11 /18 SC�: 1/4"=1'-0" SKEET 1 or 8 9'-roll 31_A6 ro _II 10'-0° ILI .T A e<1 m I _I N 1 n m r N _I M N 9 I N I A R C H I T E C T S FAX:407-774-4078 www.abdesigngroilp.com AA #: 0003325 r � III'Ill ��om00000oe� E 8 E 0 r c SVHDIV. a� LOT: OAKLAND LAKE (LOT #65) MODEL: 'yy152 {{��4 XXX00- //�� UO PROJECT#: 2784.00a 00065 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHnECT- STATE OF FLOEM n s J AI�TWELL 12079 DAT6 5 1/18 DOWEL PLAN S :1/4»=1. StAMET SCALE: 1/4 . I'-0' ELEVATION W OF WALL LECxEND .............................. V-S' 5LK 5R3. SHEAR WALL SECsMENt wood FRAME EiEARINCs WALL INTERIOR 2x4 WALL • w oc UNO. EXTERIOR+ WOOD FRAME: WALL PER COMMUNITY SPECIFICATIONS. REFER TO TADLE N163 FOR MINIMUM REQUIREMENTS INTERIOR NON-MARING K micas AT MASONRY ' WOOD FRAME WALL: 2x4 • 4 24' O.C. OVER FOIL 24' O.G. MAXIMUM, UNA LOTT1 S 9 4CPATmlC4V4lT4IIf LINTEL SCHEDULE •,� ■ CONCRETE P,O, BOX 771255 WINTER GARDEN, FL 34777 LANAI 9'-r u'G' PH. (407) 656 2112 LINT=L LI=NGTH TYPE COMMEWS LINTEL LEN TH TYPE COMMENTS NO. L-6C L-6A NO. L-1 17'-4' 8F28-IMT PRESTliESBED L-I li'-4' el18 9 lUI1K1d FRESTiRE89Et� L-7 4'-b' 8RF22-ONT REC.ESSEP 25-SH L-9 L-S L-i L-fv lI EGM66 O O 25-SH �. 25-SH 5068 aw L-2 4'-8' 042-8-( UK&L lw-c ED L_3 V-10' 9F16-oaff — — L-3 5'-10' 04-9-f1alM — — — — — L-4 4'-6' V24-01UT L-4 4'-6' 044-8-1I Wi07L ■ L-5 4'-6' EF24-OElIT L-6 4'-6' 8!!48lI11I/!®JL L-(p -11-61 OF24-IWT L-6 i'-6' 8414 8 /UUK1L L-6A 91-4' SF16-IWT GREAT ROOM 9 L-6A '-4' mb-S-MUKUL L-68 11'-4' 8F16-9AT N S4 CLG. DINING 8-S' CLCs 9'-4' L-65 ll'-4' B/16-5-(UW(I1L ■' ■ L-6C 19FI6-�/IT L-10 L-6C 9'-4' B1164-(IaIKUL L_1 41_61 EF24-OWT L-1 4'-6' 044-6-n>l OL L-0 4.6 EF�d-0B/It OWNER'S SUITE V-e' CL.6. L-8 4'-6' 844-8 MMOJL L-g 41_61 BF24-OWT I L-9 4'-60 044-$-lUlUl®JL L-10 4'-6' EF24-OIMT ■ �` --� ■ L-10 4'-6' B/14-841)UML 4 I Ili �� I II9P — ■ I II I KITCHEN V-B' CLG. --I I ■ I I ■ I I II I I W.I.C. V-B, CUA 0. BATH 1111-F� e i l l y BATH I ■ —_--� a W-VaA BEDROOM 3 E01 LL FOYER ---� L-5 ■ 2—CAR GARAGE — B' e'clb ■ ■ ■1■� ■' 9ENTRY 4 j s-a' cam. ■ ■ ---�� II BEDROOM 2 6,_B, cLa ■ ■ I ■ L-1 I6'-0' X T-0' ONGD 25-SH EGRESS L_4 LINTEL PLAN- SCALE- 1/4 - I'-0' ELEVATION ' A R C H I T E C T S Design Group Ina 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"III"'ll �vvvvvovoo� 3UHDIV. & LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT#: 2784.000 00065 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLOFiIDA DATFq 5)1/18 ' SCA),�LE:1/4"=1'-OA SHEET 3 or 8 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS .'aA-. JI C21) fi SRI ME fi��'+(i%,f��%i, ETA �f,�•Y✓/1/1fvJi/'f�`� c�!�i�+� r a �4'. �x'ri 1F✓t l 1 ®pr ®}}®4f BX .t.%rJriri%il,✓r sdr'l OPEW, Jl�if® 13111 Px'if!`��i+fi.i�Yf�;/1�JJJ�<1}f��lf •• 'r.✓�`i.VKiUl.'4r'f 1ii'~Mili®® �>��%%SJ JI .��.�+:w-J! uV'�A r1= f .�!i Klima `aA'ae�✓•lll'."'1#�'JiA. AST RETEr LINTEL SCHEDULE 1 iATERIALS I. f'c 5" precast lintel - 40W psi 2. F'c prestres,ecl lintel - 6000 901 3. Grout per 45TM C476 Pg - 3000 psi w/ maximum 3/8 Tnch aggregate 6 a to II inch slump 4. Comets Mason Units (CMU) per ASTM CW 1/minimum net area compressive strength - MOC per 5. Rabar par ASTM 4615 grade 60 6. Praetressing strand per ASTM 4416 grade 210 low relaxation 1. Mortar par ASTM C210 type M or 5 C4ENERAL NOTE5 L provide full mortar bed and head Joints. 2. Shore filled Intelfi as required. 3. Installation of Ilntal must comply with the architectural andlor structural documants. 4. U-Lintela are manuractured with 5 1/2' long notches at the weds to accommodate vertical cell reinForcire and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection Information. 6. Eottom field added reb6r to be located A the bottom or the Itntal cavity. 7. 1132' dlamaterwire stirrups are welded to the bottom steel for mechanical anchorage- 6. Cast -In -place concrete may be provided In composite Imtai In llau of concrete masonry units. 9. Ufa load rating based on rational design analysis par ACI 315 and ACI 530 10. The exterior surface or lintels metalled In exterior concrete maaonry walls shall haves a coating of stuccc applied in accordance with ASTM C-286 or other approved coating. 11. LTrtse loaded 61multaneouely with vertical Ceravity or uplift) and horizontal (lateral) loads should be checked For the combined loading with the following equation: 62121 d VOCLIP111 i ad. Aoclaed horizontal load 51.0 Safes vertleal load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the Ilntel. Sae detall at right: SEE 54FE LATERAL LOAD TABLES FOR LOAD RASING FOR EACH ADDITIONAL REINFORCED CMU FULL 4COURSE IIZ" CLR TTP 2) 5 WEAR is V, GR40 or GfW O 5AFE LOAD TABLE NOTE5 1. All values, based on minimum 4 inch 1. For composite ]Intel heights not shown, use nominal bearing. Exception: Save loads for unfilled load From next lower height shown. Iintela must be reduced by 20% If bearing length Is 5.. For lintels langt a not shown, use safe toe lase than 6 1/2 inches. next Iangast length shown 2. N.R. - Not Rated e. All safe loads In wit. of pounds par Ilneia 3. Safe loads are superimposed allowable loads. Safe loads based 40 or grade 60 Raid 10. All safe loads based on elmply supported span. 4. on grade rebac 11. The number In the the parenthesis Indicated 5. One Ei rebar may be substituted far two 5 rebars owdent reduction For grade 40 field ad In V lintels only rabar. Example T-6' Ilntel type OF32-15 sa 6. The desig'1eR may evaluate concentrated loads gravity load - 6412ns( w/ 15% reductive from the safe load tables by calculating ths, (85) = 5501 plf maximum reslst''na moment and shear at d-away from race or support. T-'PE DE51SNAfiION �f = FILLED UJITH GROUT / U = UNPILLED y BOT70M � LINNTEELL CAVITI L-QUANTITY OF 5 REtSAR AT TOP LNAL HEIC114T NOMINAL UAr>TH L 1/2" CLEAR J = o U = Q a CIM.U. - Z �g - • • 45 RBEBAR AT BI OF LINTEL CAVI BOTTOM REINR 1.1-D/Ol'Ar-TUAL PROVIDED IN L !VARIES) 8' NOMINAL WIDTH from SAFE WORKING LATERAL LOADS (FILE) 8" x 8" LINTELS LNTEL S4t LATERAL LOADS (PIP) Trial Lori Teo 6W PLAN eYe' SCLID 2':Im' Rx<al W M4 8'•0' Precast IBC 131E A.V. iTecael BSA s14 41W Recast 6R Den 4-V Recast S% to Psel't fibs C% S'-Io' Fremet 543 109 0.4' P'a-Jal 634 ab4 6'-6' P.aaet 6B BBB 6'-0' i-Facet 6TB oil Rw -t 4d6 an Re A 425 N4 Preceet Iel BR 9'4 Feria! 354 145 9'4' FReeaet 211 5b3 T 't W 403 Frocel Be bi0 IT-0' Rann,t 164 Me ID-6' P A 145 5D4 134' P 't IB 404 14'-0' Raacet N SIC 14.V "traasi M. 541 B'.4' NA 307 It'-4' I:Zttr� NA 1G 19'J' NA. R6 20'-0, NA. E9 21'.4' Pralrmer.' NA. GI 111. FMra46d NA 80 24-0 Prmlreeed NA 93 Wi. Not Reaamemded LOTTS 34777 7 11rIA NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIO1NAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY F_ LINTEL SAFE LATERAL LOADS ( F) PL tatelLmgth Type W DOOR Moths PLAN 6' POP WADE! 501.0 iR2 NN 4'0 P.R.I. 950 16TI 4'-1' Preceet 86I e11 4'1' "beeet 10 GIb 4'-e' RaAet 6S9 NN S'-0' Pretest 600 tlTl 6'-V Rie, st 004 164 T-s' PraAak 4n 1eT I.4o F. k x6 664 9'd' Procak 1% a15 GENERAE NOTES: COD€$ I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4072 4 R606 12. FLFRIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 210T. 13. WILDING CODE wQUIP.EMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUP"Fee (A5CE 1-10). 2. GONi 2.1. G15NICIETE COMPRESSIVE STRENGTH AT 28 OATS: 211. PRE -CAST W/BTANDARD &ENFORCEMENT-4000 1-81 2.1.2, PRE -CAST W/PRESTRIESS REINFORCEMENT-6000 PSI 2-13. GROUT PER A5Tr7 0416 - 3000 PSI W/ MAX 3/8' AGGO ELATE, 8' TO 2' SLUMP. 22. RIIlNPORCING BARS: 221 STEEL PLACED IN :CAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A(15 (GRADE 40). 23. PRE.STRESSED STRANDS A5TM A4R6 1-WIC, STRESS RELIEVED 21V K51 2A DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) V. x 8" LINTELS LINTEL L51YEDION 1N CLEAR SPAN LM1ELttPE LINTEL BTEEI IMgLLED GRAVITY CMACRT n)a r)hu GRAVITY CAPACITY tDBL (trNu UPLR CDL(11M 115E n)5.1 UPLIFT ftf2 tt nnL unu BDrraM GAIB TLP I9dR GR4NIT GAPnDm- 2.10, RqScuaT (2)V (1) q 4246 IAN IBM ®3 IVM 3'-6' 2'-2' FRESAST (UR ()R 24S Sol M31 481E Pals A-0 2'-B' PRECAST (Uk (31R tin 7"1 VT B386 35% 4'-V T-T PRECAST fUk C;7 U43 On 2165 9600 26M 4'4 T.4" PR.G46T (2)R (2)1 RN 901 W1 2421 241 PROCA6T (2) 5 (VI 006 1"I of W 1%I FFECLer C)tl PURE Bbo 143 1423 MOO reW 6'-4' S-0' FFELA51 C)4 (2)4 140 703 Boo QW 1405 6'-6 5-2' FFEGAfiT (U 4 (21 R 10 R32 Q3i E45 1348 S-4' MC46T (UN n)R 6B3 IBA la4 04 1295 1-6 b-r FRLAST 121N !Uk 5la EST Sa S25 IM I.S. 6.4' PFEGA6t (2)N Oil MI 961 9n 184 1041 ,'-0 V-8' PRSCAbT (2)M 0)R 5e SIX W2 III UP T'-o' PFECABi !UM f2)R 4B6 aas648 Ei 8'•0. AST (2)M (2)n 46 To 126 4% ITO lo'6 V-T FR ECA9T (2)M R)4 3M 60 61B no 6T3 II'-4 IB-0 RECAST IV WS 36 %T %1 317 601 VA" IP-5' T Mis WS 29W B3 53 STI D61 -1" RECAST (U5 DO 27 AW 49B 251 W 1V-4' 74' FFEC46T (U5 We See 40 460 2W 49 RECAST (2)S tR19 231 430 43e W M 4'-0' 134' FRE6mE90ED ON OM NR 410 40 no 446 6'J' 140' PRESiREBSED (2)N (UR NR 319 am, 21V 40" n'-4 6'-V 1 PRESTRESSED (2) M (U R TLR. M Sea 163 3n e-4 -o''PfeRF 8ED 0)IS I-S ILK n4 224 131 34 70"0 3 B' PEOVE55E (U 5 (2) 9 NR wl 20T n 731 ZI-41 20 0' PREB ED (V 9 W 9 TIP. 117 RT 01 7" N,v :0 0' PPEOtPE08ED (2).) W 9 NR 104 164 WIS 22 0 PRES1Ft9SED fA9 (U9 NR. W Ha 84 163 TABLE N,. 2 REINFORONO SCHEDULE & LOAD CAPAOrFEE SAFE WORKING LOADS (PLF) 5' x 16• COMPOSITE LINTELS LNIEL L$YatN CLEAR SPAN LNEL Tri LINTEL 5TEEL 4AN YIT1' CdP (0)K O t1ft 5U GRAVITY CAPACITY (115L nFSU ULFT P CAPACITY n'FiL (IToU IPL Pi CAPACRY f119L 17f51 Ismtom OAR TOP BAR 2-0 -b PRECAST Oo 12 (S me coo loom 3'-6' 2'3' PRECAST a)it (UR St61 m6loo loom I30o9 4'.0' 2.1. FBC467 (2/4 (2)R Q61 �0 TOS home 4.6' PELA3T Dim -/27''B- 3211 9161 oS2 loved 4'4P 3'4' T M,B414 6049 loom5'-4' 4'-p PRECAST IV own 4Orl -e41 'L ' 46. PRECA (2)9 09 06061 a NAP 6.4' 0-0' PRIC.461 f2l4 (11R 4n5 4113 DM 4411 6-6' 5-2' F'IW-47 Q)4 (2)n I 7t94 3934 no 481 b-b' 5.4' FREG49T f114 talk 3119 319 i'a53 a4G T-6 6 T f 14 (Slk 1RT 2090 No60 T 8-' T 4 U 4 7 I502 2 P�GAGT (1 lU4 15!N 1154 2707 5-4- PRECAST (U4 So) Soon n-4' 8-V B'-0 PRECAST l2)4 0)R (2/k 1s6B piH Has D38 Q41 9'-a' OAST (215 (9k 1 991 W55 W95 11 4' 11 4' Im-e' P�CA9T (2J5 (319 HE5 go '95 6e4 R-o' IV all PRECAST Mis IV 6 COS 691 319 24' INV PRPO61 (V) 2hi 01 1 634 LBO 13.4' D.O. PRECAST (U5 (2)5 1 1144 Tubb 1129 14-o' 1H9 FRECAST (U5 (7)9 1 b66 466 1012 14-6' 19'-r S9ED (21-4 (2)k I W15 45l Do I6'-4' W-0' PRES1Fil (V4 42)t 11 In 411 On 11.4' IV0 FMIM85 (U14 0'? In 325 641 IS-4' 10-0" FFEO N L2.' s (U9 TO 1m N) 5o 10'-0' IRE-e' 1RE98Ep (3I 9 " 0) 9 TTOO243 4PISin 11-4' 1VS. (119 212 n'-0 2m'-0' 1 TRISe ins (219 14'-0' 1 21'4' 1FFE61fES8Ep (2J'8 (7 T 401 161 1 33G TABLE NO. 3 REINFORCING SCHEDULE at LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINIEL LENGTH CLEAR SPAN UhtEL ITfi LNIEL Onaa. GRAYM GRAYRT CAPACITI' 0P51, On VLFT CAPACITY (AL (IMN UI'LHT CAPACR ML Oft evitcil BAR TW BAR GWACITY (0)5L 4175U oom o0 moi IAW I.,. CAST Wn 1646 [MOD imm � 4'• 1 2-a' PfECar C)n (UR SS03 mono 10000 vii 4 6 ]'•2 C46T (UR 7111 4W leave 041 loom '•B 9'•d' PPEC46T (Uk (Uk 3190 16000 ---lin Imao 410 PRECA5T it)9 (2)n 6239 1WAS' ST3B U0000 S'-a /+5' CAST a)9 Un a I& Din d661 92 6'•4 8.e' RECAST 1 M _72710 61M b8R .1 1142 6'-6' I.I. REC t (UN III 6250 6250 Sow bm 6'4 9.4 CAST 1014 (1 5" W6 3141 n 4 -il 6.2' C T (2) 432 Poll 2636 4501 T-B 6.1. PRECAST (2)AI ()R Pan Sm -0' 6•b'PRICAST (SIB (2 3T3o 3V0 nV 3ab0 B'-4' 1'-0 F1ECAOT (2)N ( 0 We 361 I.,. S'0 PREGABt (2)4 12 1610 not -6• 9' FIECAST 111N 1 n 2211 223 1233 22M -4' 0'•0 PIECABT 0)S C F.04 M 1031 2e05 B'-o' 0_- FfEGA6T 1115 n19 M1 90 M 12'E' II'R' FRCAST (J (U9 War 6 526 rbl B' 4' IT-0' PRSCAST (15 C) 5Bat G01 113 M4 14'-e R -B' RECANT W S INN ob b73 141.1 13.4• PE575566Ep 0)"1 (2)1 Ian e93 %T 1 5'- 4 4 m' FP.E 0T1SSenO (2) N 1124 d bo 1 11-4 160 RESi,RE.5EG (2)N (2iR 1053 B!3 4n 19-4 N V' Y R[SOFfi 5 MOIL— 053 053 S BBB 20-0 BB'5RE6B.Ec 0) (a15 tU3 9 98 b 2F.A. op1 052 715 22'A' 30-8' PFE6TFE63ED i) 5 (2J 9 1ST 19 T s -o' n •B PrE51RIFstfD (215 655 m9 42 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TOPE LINIEL STEEL GRAVITY CAPACITY (OAN Oft GRANTf CAPACITY epe- a19U UPLIFT CAPACITY (U9L GALL IIPJ`T CAPACITY (L'SL UAW BOTTOM CAR top OAK rs-)' I.6' PRECAST 2n 1 (UR -_ I !Uk IVWO 05TV TWO0 11.1. PREOABr (9R Boil me Tame Ifl20® 4.1' R-V PRECAST (3)n (UR bin 0000 me IMP 4'-6' 3'-2' PPECA6T (UR (Un 5014 1OQM me I0000 4'43' 3'-4' PRECAST (2)R (Yq 4653 0®00 %29 10000 a' -A' 414S' PREoss7 Me (2)n - 7669 0o00 1061 I¢000 S-10' 4-6' PRBCAST (2)9 7R _ 6231 I v 51X moo 6.4' 5-0 PRECAST f2J talk 9I0'1 10000 4154 5450 T IU A4 f3)n an 0 wall Me -B' b-' PRECA9i PSIS U) 0114 B.AM 431 MZ0 1-6' 1 6-' 1 PRECAST (2)4 (DR 623E 6416 3241 6411 10 IL4' PRECAST 0)N (an 0938 60)4 Sees 063 -B' PRECA91 0)4 2 No' Noll 7B03 %83 1140' PRECAST W % (2) k 4031 4531 2%1 Note 9'1' 9'-0 PRECAST (2)4 f2)R 3120 5126 no 305a Ie'-e' 9'-2' PRECAOr (2)4 @)k 2951 EWI IND 3021, 110.4' I1..,. PREC48r (us (219 2553 B5 3 1219 2604 0'-b' PRECAST (2)9 IV 230E 2305 1123 SET 11'-2. PRECAST (15 7U9 2141 214l 1022 2099 B4' 0-0' PRECAST INS W5 1926 No No WI cssr (U5 (2)5 LLD ilia 161 K'HV 0-v rRyNTRESSM (UM 134E 21% 643 ' 14-0' (1/% (UR 256 20 50 Th 1N RJ' rl- -0' p14 (2)R W60 165e 4 9B (a19 1119le 3T V5 Al -P' .' (21is U9 L45 31 ON S-4' So'-O I PB5 (05 a IW2im 304 60l v-0' i0'-5' I PRISTREE6m (US ev9 253 Sol 0 565 24'-0' lard'PBOTIZESSSID, Ms (219 S94 024 M 4V TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS Li EMN CLEAR SPAN wbri TYPE LINTEL MEL GRAVITY CAPACITY (OM Oft CFANtt C Xrr (V51. (V54 UPLIR CAPACITY OML (Il AI BPLRT Dalnr (15L f2ft BOTiOn DARE TOP BAR PRECAST r11R 0 ffiLm0 EXIM 41-V 2-' FRECAST It)R 0)R 1916 Woo loom0 4.6 3.1 PRECAST (2)IS (2) 60m1 It om loom 4'40 3- CANT (Un (S R %e5 10000 IV= ow 514 INECAST ()5 / q sell woo Obs Mae 5-0' ¢ ' PRECAST (U 9 (2) k 1357 =0 6806 lY 6' -0' FRKALT DO N (2) k mov woo %41 View 6' -W 94 PRECAST (2)R IHm 6'-B' 9-0 P�CABi (2)N f1IN (Un 9638 Sees E, MI SOLI �9 10000 (2) 4 !U n 1400 9961 3B4B 126 f2)N f2FR S%L 2 T326 6'-0 6 PFECABi (2)N ft)R BOB 103T 9328 d661 B'-4' 1.0' 1 (UN Palk 6933 3031 6oN 9'-¢' a-0 PRECAST f21N (31R 4%1 5966 2399 41d9 10.6' 9-1 PRLCA9T (2)N (2/R 32W 32W 1521 1-0' C49i f2/n 3W AM R'-0 10 B PRECAST (2)5 CVJ ) ma W93B 2938 a In 2133 SIBS 11'-6' PWC 5T 246 DO 10 2166 13'4' 12 Q-)' PRFCASi Wis VU Nibr15 245 ZEST SIAO fU5 WS 0).3 (2)9 nl6 VIA, 201 931 14'-B 14 4 P ESTRENi fU4 Sell 2611 126 Kit V31 15'-4 14 ESTRESSED PRESTRESS PUN we 203 663 BR 11'-4' V I6 0' PRE6TTE65E0 (2 is Seat 1023 5 9'-4'10101 PPF319 60ED (U5 f 1601 413 BIB 21.4' 0-B' FR50TRU%1D (U9 A 19 A% W96 11 -4 20.0' PESTSWWK eve 311 665 PaS-S1iE`SSED W fU9 (U9 0)5 Im 10 Q22 U21 911 WS 629 24'-0 n-B' PRS1fit9E6 f179 fU9 10ta bl4 2% Nat TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES - SAFE WORKING LOADS (PLF) - - 8" X 6" UNTELS LINTEL LIDIGIH CLEAR 6-AS LNTEL TYFE LINTEL Bt6RL PLAIN GRAVITY CAPAdTY f)1St (M GRAVITY CAPACITYT (I)BL am WRFT CAPACITY Atom UPLIFT CAPACITT (ls6L.41. W BOITOM GAR TOP BAR 3RAVITY p„y=ACrrr '-6' 2'-2' 1°RECA6i 513 NO 156E 24W 47) 4'-0 V-B' IRWOOST (}) ) 1131 H3 W3 1%9 Bo 3 r T:PEC407 31 I W89 14M 9 e CAST f2)1 Un W WI al 1993 210 -6' 4LO. PREC46i Ne Vie W314 Itl4 R-W 4.4' EtBaPOT Ole (Un oil OFS 800 Sub 166 VIP S'10' 0 (Wn 4U TSi 1ST 1V BE 6'41 PREC457 416 7115 in TV 611 5'J' PR!CA07 2M 6-3 1 1-6' 6 7' PRECAST 961'. Noe Wo 66 14 6 4' PEC49i (2)R 315 One %B AN T 8'- 6 8 PREC45T () 01n 3 MS 636 IT be 0-4 TV PRECAST <UR 334 byl 41 16 9'-4 B-m PREG457 (2) (2)R Was 495 439 No 454 '-o 9.2 PRECA87 (2)R 2 N 311' 311? no 43 11-4' LoH7 FRECA i s MIS M W me MR - PRECAOT _f2i We rat13 202 ON SIR ID Pi -T RECAST TV 5 MS Be US 1 an 236 B'-4 B-o' PREG40t BI Na 1s -- BO Bb I4'-)' Q'-B' PRECAST )5 Q6 60 IBI T03 et TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTEL 1)a CLEAR aPNI LNTEL TTf4 LIMB. STEEL NEWS;, GRAV1rr CAPACITY GR4VIR CAPACITY (I15L(oM 0F4AYPr CAPACITY OM NSU UPLIFT CAPACITY (IAL(DW triffT CAPACTY fl.el. DIM, �iC)IT BAR T�D6R 3'•6 rUR 13M 9 3d 4'•0 Y•0 FRISCQUIT IS) 1 (2)11 IBI 142E sea 1063 '4' a'-b' .PRECAST (N (NR Ida 520 am Ern OB 41� 3'-0' F!"Sumt (11R (2)2 963 Q3o QBA aBYr 596 4':5' 3'4' T (1Jk !27 IOBI B96 I-e: '-4' T Ol No 046 IW3 6'•e' 54' FRFLAST (N4 A% NO bw bin T90 T'-PIMORIT ()N "IT 315 %B No On 64l OO' T'•4' PRECAST IS)" IS Alto AN) 39 a* 1'1' B'J' RECAST IS)% 2V 4e eD ni 412 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CON6TRUCTION SHALL OMFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE P145CNRY ASSOCIATION AND ACI 5.50-05. 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 15010 PSI. 3.3. MORTAR SHALL 5E TYPE S. 4. STR,ICTURAL: 4.1. $*E LOAD VALUES ARE BA5ED ON LINTELS HAVING A BEARING OF B" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE I95IDENTIAL, 6TH EDITION (2011), SECTION R600-14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1E _aN ,,��33 v--(1) 03 COMNUOUS 'f6� / i B'X15' KNOCKOUT BILoCK � SCHEDULE ' 6 (1) #6 OCNIINUOUS SiRRUPS AT 4'-4' 4x (TIED OR WELDED) BOTTOM SEE BAR (PRECAST) 8/16-S-0) 05/0) #5 PRECAST r{1) /5 CONTINUOUS 3g, J "S' KNOCKOUT BLOCK v -. ppp � ' (PiAcPo IN FIEELD) • r'b : TOP • PULE if" BE 6t. R 1) 05 CONTINUOUS .6. 4 at �" If ff STIRRUPS AT W-D Gc ON WELDED) (TTEESS (2) STRANDS 7/15''w- 7 WIRE STRESS RELIEVED 270Kei PRESTRESSED CABLE 8/18-S-0) /5/(1) #5 PRESTRESSED i" 911 34. TA LE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 32' COMPOSITE LINTELS LN1II Li--I'r-ml CLEAR 9PaN LNTEL TYPE LINIEL 8iEE4 BmTTcnt MR T4iR j3AR GRAVITY MI. it IT f0)'N. (IFS GFANTT ni. (I r (1.5L (IR'N tPLR CAPACITY (la=A (Vk41 DRIFT nl. OM (V'SL (ax:u l W 1-M PR5oMS 12)R _ mm' mmm loom) 3-6' 1-1'. FRECABT (2)R loom Imm, 0Dm0 loom 41,p2-8' PRSCABT Q)R ffiB Imm, 1¢m0o )000 4.6 3d RECAST (Uk 6340 scot/ loon loom 4A 7- CART (2)1 6364 1 Io00o Imam Si' v (U9 teem) 1 B6T9 loom I.- ') 6' PROOF ) 5 *43 10Ak) 100 10000 V.w 5 V PFEC467 (Si 4 Imeom 19010 6529 loom 6-6' S-2' i (2)4 R 1meW 10)¢0 615E 10060 b 8' 5.4 T (UM 4 IODoO 10om0 %II 00:BA T•6' 6 T (11M k 0501 10000 SASS 896 T B' 6 T !2 N bn7 10900 Q40 I b -0 PRECAOT (2) 4 1436 I0Z00 9SS3 1t71 B-4 1-0 PrCT45T fU4 R SIBS 10e0o Stl Yob) 9•{ B-0 RSCA9T (114 R 5293 6°63 tt21 55q w-6 9.2' RECAST fi1M R Amen 5043 20% 4748 II4 IB-0' ST ()05 9 47YI 9 °3A9 I,- 10 8' 9T f1)5 9 3TI6 _Seal 9TIRIS -T 1 (205 _ 348 3411 R'4 B-0 91 f1)9 9 2be 2SW BIB 36 K �O.. 12-0' FIEGABI fU5 5 2U 213I 0BB Me KO 13.4' b f11N 3S I 3231 149 WBd 6J' 0' PRE !il vals 683 139E AJ' I6 0 PRE (UN § 22W new 533 INS W-4' IB-0' iFEBiFE !U5 5 INS BR 426 B44 11 IB-B' FRESTRE%ED (U5 ,5 W% 1 W% 39t % 11-4 10-0 FRE511RE66EC (2)9 W73 WV 34B 691 n-m 0-B' 9Tw,°/SE13 "I ,T'9 24.0 MHP FRE61Kff6SM f1)9 I 9 Ildt1 IWT 1 214 N4 6 REINFORCING SCNEDULE & LOAD CAPACITIES SAFE wORKING LOADS (FILE) 8" X 14" COMPOSITE LINTELS LNTEL JNSIH CLEAR ,PAN UmEL TYPE LINTEL B161 , 501TOM BAR TV- GRAVITY CAPACITY (Or5L nwu GRAVITY CAPACITY nnL (1r,u WFUR GAPACRr (I SLflEs UIPLFT CAPAott nnL(2ft _i])R _-_- 00 low 2'-2' flRE T (2)R lUk 6mW� {'-0' 3'-B' PfEfJat (UR _ (2) R tLi S651 IWm 14Z Oman W.O. talk 2141 1021 5012 ans ' 3<' FfECA07 D)R D) MIS 6231 9I90 13 (219 T)k 4111 4411 3169 4a30 50 4 6' Reset fRCAST (2)R 9944 9584 3G65 9B 5 6 4 S'-0' PFEGA67 n(2)4 4 -)RSata 39 3119 &1w&L E'T CAST (2) N Sol Sao 2393 3e46 WAr V-4' CAST (1 '4 R 39 ON 75W CART (1)4 2193 295 M21 2309 H CART (1)4 210E Size 04B nB 64 PRE BT O)4 957 1951 AN Wise T-O' PRCAST (2)14 , 1 'IDn IBSo Me 1363 Be 9-4' - T (2)4 15n 15n 054 "1 0 6 9 2' RECAST Mbi 2)R 126D Ilan San C24 6n',0' RECAST IV `5 Ilse IN61B rot R-0 b CAST fU5 _�2)5 - )5 l)9 1041 1041 "1 6 Ea' T (VTo S% SM B41 b-Q 4' tl'-0 RECAST (2) is W 9%2 465 Bab 14 -0' R'-0 PFECA6T ()5 (2)9 B42 dN M B% TABLE No. 10 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14" RECESS DOOR HEADER LINIEL C1EA4 I LINTEL ITPE LINTEL olOU etluANIY GRAVIT LfLIFI aPLIFT 33Ya1H SPN4 cAPAcnY cAPAoilT c Aclh OAPAcnY BOTIRt BAR TOP GAR (o15L(IPaI (taN. (1155 nrSL flr5u (IP5L f2P�iU sI A R C H I T E C T S yT - V LONG WOOD, FL 32750 PH: 407 774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r E 8 Y C SU`3930 V. & LOT: OAKLAND LAKE (LOT #65) MODEL: � 1452 /\ 00- 00 PROJECT*: 2784.000 00065 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 5 /4 L/1 s 80711PE:1/4"=1' 0" 3.1 or 8 E 8 Y C SU`3930 V. & LOT: OAKLAND LAKE (LOT #65) MODEL: � 1452 /\ 00- 00 PROJECT*: 2784.000 00065 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 5 /4 L/1 s 80711PE:1/4"=1' 0" 3.1 or 8 SQ.FT. CALC.'S IST FLR LIVING GARAGE 1,452 3S3 SQ. FT. SQ. FT. TOTAL LIVING ENTRY LANAI 1,545 IS SO SQ. FT. 50. FT. SQ. FT. TOTAL 1,S44 50. FT. CU51C VOLUME LIVING 12,632 SQ, FT. EXTERIOR MASONRY WALL BRG. HEIGHTS V-8' BRG. LOAD BRCS. WALL NON -Bids. WALL COWONEMT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUST'S CALL • SGUARE WNJDR WINJDR SIZE ZONE 160 MPH WIND FOOTAGE DESIGNATION WIDTH HEIGHT 1 112 111 X 11-0' 182' 84' 5 211 -44.03 2 20 3068 DR 36' 80' 4 3Gb4/ -30.64 3 11 25-SH 36, 63, 4 3231/ -42.62 EGRESS 4 11 441S 38, 63, 4 3231/ -42.62 5 42 5066 SGD 14' 80' 5 28.14/ -51.0S 6 Il 25-SH 38, 63, 4 3231/ -42.62 1 Il 25-SH 38, 63, 4 3231/ -42.62 8 11 25-SH 38, 63, 5 30.64/ -51.15 EGRESS 9 Il 25-SH 38, 63, 5 30.64/ -51.15 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 24 u s 16, O.C. ICABINET V v v SECTION LI L Gr 301-0" 10'-011 I' -Oil/ 8'-0" ■:--------- n ` BM LANAI I - (EPU 3'-1" 4-2 S'-101, _0" I 5 _9 Q co 25-SH O O HE! O I O 5068 SGD I EGRESS 25-SH 25-SH ■—■ ■ ■ ■ ■ ■ ■—■ — — — — — ■: ■ m � W CIR/T g O GREATROOM I DINING ■ 14'-O'xi9'-4' I 10'-0'x9'-0' • 8'-8' CLG. OWNER'S SUITE I 14'-0'x13'-4' v I ro I 1 1t \A3 SHOWER HEAD I I e 6' 8' AFF. I ri II 210 C I m RR a ti�3 0 i I m d 2, 8, 5'_2 4 _4 5'-10" 3'-2" 3 _2° 0. BATH PAD OUT WALL KIT HEN MI CLG, x e 12' AFF. C CLG. g w Y ■ C(i VI- . i N ■ V+ rr---- REF. I ------ ' 3-SH m N 2x8 � W.I.C.0 I� I -K� 8'-e' CLG. 1- ,, 1 I �i I R HEAD e6'8'AFF. ■ �r ■ m ------ J TUB W/H OLLARD 2-8 �; u E WDE� 1 BEDROOM 3 x" IG' O'xll'-0' F 36'x22' -1 I I m `° m °— ACCESS ■ ii L---� o, d, ■ O Q N � N � 8" 3' 6" 4' 8" 5' �0 3 10 11_4 4 FOYER R/T 3-0 BF. _ u a ■ 2-CAR GARAGE TI L---I 24 — — IR-ISH I5'-0'x20'-0' ■ ■ _ _ ■ N CLG a"" M.T. 2 O N � LECTRICAL @ ENTRY S PANEL 8'- ' "G_ ■ PAD OUT ■ 10" 13'-211 N HB I TRUCK BLOCK I m BEDROOM 2 s GARAGE WALL `r 12'-O'x10'-0' ■ 7I - I 6'-a' CLG. I I 1 O 16'-01 X 1'-0' 01 Nw------------- ■■ 25 SH EGRESS O ■ BM -S" 2'-4" 2'-4" 8'-0" 8l-011 FLU 4'-8" 1 111 SCALE: 1/4 40' - 0 U'-%R PLAN 1'-0' ELEVATION "A' A R C H I T E C T S Design PH: 407-774-Eiu7S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 0 0 0. E, F W A Q w A q 5 0 [, A 0 N I M E 8 C6 E M SvsDIV. 8e LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00- 00 PROJECT#: 2784.000/00065 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA it'12018 / RECEIVED LAME CANTWELL JUL 0 9 2010 AR 0 12079 Permitting Department St. Lucie County TE: 6/29/18 cAT 1/4"=1'-0" HEFT 4 OF SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,452 393 SO. FT. SO. FT. TOTAL LIVING ENTRY LANAI 1045 19 SO SO. FT. 50. FT. SO. FT. TOTAL 1,544 50. FT, CUBIC VOLUME LIVING 12,632 SO. FT. EXTERIOR MASONRY WALL 5M HEIGHTS ................................ 8'-8' SRG. LOAD SRG. WALL F� NON-SRG. WALL COIrPONENT AND CLADDING WW LOADS BASK WIND EIPOSIIFE FOR 0 SECOND GUM SOUAFE WKAX SIZE CALL t AGE DESIGNATION ZONE 180 hPH WIND WDTH F� 1 112 16'-0 XD'-O' IV 84' 5 26.09/ -44.03 Ow Z 20 3068 DR 36' 80' 4 30.64/ -30.64 3 T1 2EGI SH 38' 63' 4 3231/ -42.62 4 11 38' 63' 4 3231/ -42b2 5 42 wb8 SGD 14' e0" 5 28.14/ -51.05 6 11 25-SH 38' 63' 4 3231/ -42.62 1 11 25-SH 38' 63, 4 3231/ -42b2 8 11 38' 63' 5 30b4/ -51.18 E25-SH 9 11 ��H 38' 63' 5 30b4/ -51.18 WIND DESIGN CRITERIA A. !:BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA60=124 MPH S. INTERNAL PRESSURE COEFFICIENT■+.18 C. RISK CATEGORYoTYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE Aft BASED ON THE VUIt DESIGN WIND SPEED. FBCR 6TT-1 ED. (2011) ALLOWS THESE PRESSURES TO 8E MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED MY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-V FROM ?NE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITIC TREATED SPRAY 3 2* WOOD FRAMED • 16, or, D®L TOP PLATE ci CABINET SECTION 0 a a 0 ►r,.v.ra� BID' -ID" 10'-0" I I BM ■— — — — — — — — — ■ I I 8'-LANA-ID' I 14'-2' Z5-SH O HB I O ECsI�SS 15-SH / 15-SH 50b8 SGD r ■ m CIR/T GREAT ROOM I 9 O 14 -0 x19 -4 DINING ■ I 108 e'xc9-0' °'-°' CLOL17 ■ b e OWNER'S SUITE 0 - I CLG N SHOVER HEAD toI� R/TT I m i d ry 3'-ID" i m 2 _all 41-4' 3'-6° 4'-5" v5'-10" I 3'-2' 2'-811 I-UD' I 3'-2' 0 PAD OUT WALL HIT HEN Ln I LA 0. BATH ro 0 r _ID.. a, -a, CLG. Tn a 12' AFF. C R/ S'-° CLG. _ � ■ m OPT. ,n � � • a m 1I '- T 1 l V I IMF. i ------ 3-&4 "' N I I a p 2x8 r v - N W.I.C. 0 °'-$, G.G. I� I i i i t R HEAD ■ - `n ■ � — — — — J i i�� i I @ TU5 • b'-8" AFF. -1 " ` O2-8 LARD F 1 m BEDROOM 3 10'-O'x11'-0' `I 15COL 36'x2Z' O I ATTIC I L ACCESS J ib eD °'-°' cL& ■ A � i N N 1'-6"-6' cq C 0 R/T aoR I 3-0 5F. ■ a-�' i RAP-s i ■ 2-6 - 2-CAR GARAGE iR-SSµ \`ELECTRIC.AL O ' m -' PANEL ■ — � PAD -OUT ■ -101 13'-2" ■ � I N TRUCK BLOCK BEDROOM 2 r GARAGE WALL "I `t 12'-ID'xl0'-0' &-$I CL& � I ■ I O 16'-0' X 1'-0' OHGD ■■■------------- ■■ ■■ IN BM ■■ Z5 E IRr SH SS O -8' 16'-ID" '-8" 2'-4' 2'-4" 8'-0' 8'-0' FLOOR 4' -8" 16'-0" 19'-4" SCALE: 1/4 = 1'-0' EL ']LAN EVATION 'A' A R C H IT E C T S 1441 IY. RUIYMLU Y(LMUMN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII �vv000, E 8 N E 0 ;0 L SLTHDIV: 8s LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00- 00 PROJECT#: 2784.000 00065 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLOFiIDA om DAT • P/23/18 8C :1/4"=f-0" vv�* zI rikI NDR NC:T. D GE COATING: PER (ASTM C926) (TTP)--� SHMGLES I_I I�I I —I I_I il�Ie��INI�I�I�II __ S'-�" BIVrI. HCzt. SI-pll BV..T�. NCst.� 8' NDR. HCaT. 00 ' 6' O). SCORED LM (TTP) TEXTURED CEMENTIOUS COATNG: PER (ASTM ®® C926)(TTP) �O,-0" FIN- PLR_ FRONT ELEVATION SCALE: 1/4 - I'-W ELEVATION 'A' 0'-O' FIN. PL OFF -RIDGE VENT ATTIC VENT CALCS AREA OF ATTIC 1884%Ff. NET FREE VENTILATION AREA REQUIRED 1 300 ut n". REQUIRED VENTILATION AREA 8.21 z 144 804.7 8Q W MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 a 894.7) 447.4 84K OFF RIDGE VENTILATION AREA I8 801R SOFFIT VENT VENTILATION PER LF 11.74 KUL/IF TOTAL # OF VENTS REQUIRED &89 TOTAL # OF VENTS PROVIDED 4 REQUIRM SQIN VENTILATION IN TOP OF ROOF 447 RK REQUIRED LF OF SOFFIT VENTILATION 39 IF PROVIDED LF OF SOFFIT VENTILATION 187 LF 8'-8' BR3. HGT. I I 6'-8" NDR HGT,k -0 _------_--- _ I I_ O 6'-8' NDR. HGT. _ 11w■ v r-- �TEXNRED GEMENTIOUS CC9O T x MR (ASTM O'-O" FIN. FLRr, - --- - --- - ----- - --- - - oO'-O' PIN. PLR - __ 5 12 OFF -RIDGE VENT e REAR ELEVATION SCALE: 1/4 - 1'-O' ELEVATION 'A' V-8' ERG. HGT. 1-0" 61-S' NDR NGs ■ t.$_-------- - -------------------- ----- ----- OPEN � TEX'RUREV CEMENTIOUS r �COATWs PER (ASTM C926) (i'TP) 0'-0' FIN. FLRk ----- - ----- ---------------------- _---- 12 5 LEFT ELEVATION SCALE: 1/4 - 1'-0' ELEVATION 'A' OFF-RIDGsE VENT II OFF -RIDGE VENT 8'-8" BRS. N4GT. 'o'-8" NDR HGT. _ 00'-0, FIN. FLR. BRC%. HGT. I_®II --- ---- -------------------------� - - A� -8° NDR. HGT. �M6)TEXTURED CEMENTIOUS b)COATM (T PER (ASTM C92C17R') � RIGHT ELEVATION SCALE: 1/4 - I'-O' ELEVATION 'A' 0 ,oO'-O" FIN. PLR. A R C H IT EC T S 6 Design Group ��. v PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �mmooamomag SL73BDIV. ac LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT*: 2784.000 00065 PANE: ELEVATIONS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DATI61/18 SC :1/4"=1'-0" SJAEET 5 OP' 8 4q �J I®fl IIIVI III CONNECTOR S � j ll7lTl lll--1 l0'q. '' 7 r T,;-7 CONTROL DATES @I -OI - IS JJ jJ SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 14SO NITA ISIS1400 f 1) IFM x 1 1/2" 1-PLY, (6) 166 2-PLY, (USF: (10) IOd x 11/a' - NO 166 OPT OA! (2) 1 1985 (2) HTA 16-10 2800 NO: Od x 1 112 -KY, (U$p: 00) 10d x I I/29 1900 (k) 16d 2-PLY (USN. NO lad OPTION) HETA-16 1510 HTA 16 1615 (5) 10d x 11R' -PLY, (8) ad 2-PLY U$P, (10) 1Od x 11/2', NO Ibd OPTION HETA-20 1010 HTA. 20 1615 (9) 1Oo z I V2' -PLY, (9) Ibd 2-PLY LISP; (10) 106 z I I/2', NO 166 OPTION r (2) HETA-?0 203E (2) HTA-20 3170 (10) 10d x 1 V2" HPLY u5P: 00) ICd x I l/, 259a0 i I?_) 16d 2-PLY (USP: NO Ibd OPTION) O LGT-a 2190 LWt-Z 191E (1? - I/4' x 2 1/4' TITEPI, 2 PLY (USP BLK (B) I/4' WE, WOOD (16110d DETAL-20 24W NO LISP CONVERSION FOR SIMPSON DE741_-20 Hl - I x 111 pLY MGi 396E 'IU-,T 4000 (I) S/8' ATR. IN 15111 EPDXY (MIN. V EMBEDI, (22) I0d TO WOOD (WOR. (20) IOd TO WOOD) HGT-2 + 3r 18Pi NWT-2 5365 (2) 3/4' A.T.R. N HIGH 5TREIWC+TH EPDXY (MIN. 12' EMEED), (ffi) 1Od TO WOOD (U5P: WOOD I'8) Oa) HGT-3 I053O HWT-3 a365 (2) 3/4' ATR. N NIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) ICd TO WOOD IUSF. WOVE, (a) tow LGT3-SDS2.5 329E LWT-S 5330 (I2) $D$ 1/4W IR' TO GIRDER, (4) 3/5' x 5" TITEN HD TO WALL (USP: CONC, (4) 3/9" X 5' WEDGE BOLT, WOOD (12) 1525) LTA2 120 PARALLEL TO WALL 1425 PERFENDIOLLAR TO WALL _PTA 155E fl0) IO'd x 1-112" (USP (10)'0d x la VGT 4940 NO LISP CONVERSION FOR SIMPSON VGT (V 5/5' AT.R. IN HIGH STRENGTH El (MIN. 1' EMBED), (16)-5D5 1/403" TO WOOD (2) VGT 1185 NO USP CONVERSION FOR 51MPSON (2) VGT) (2) 5/9' AT.R IN I STRENGTH EPDXY MIN. W" EMBED), :321-6D3 I/4'k3' : 2 PLT MT7a 1000 M1W 12 159E f 14) 10d x I ILY (USP. (I4.) VolIx I 04) IOd) HT0-I6 IISO HTW I6 1660 (IS) Ica z 1 1 (USP, (16; ICd x 1 1/2', 00) 10d) -- NT$-20 1450 HTW 20 2045 f;'41 wd x I I!T, (U5R (2,V IOd x 1 VV, (20) IOd) HTS-24 I450- HTW 24 204E RA"x 1 V2' (USP (2,P IOd x 1 Il2', NO) IOd) LSTA-12 . 925 1 12 510 f 10) ICd USP 00)106 LSTA-15 + 123' LSTA 16 1360 (11) ICd Uep-. 04) 10d META-16 +. 131, MSTA-16 1315 (14) ICd USp-. (14) 106 V7 M5TA-24 +. 1I 1 1150 (I5)10d _ _ _ LISP-- (15) lOd I MOTA-3 - 2090 MStA-30 2140 I22110d USP: (22)10d Q I MSTA-36 « 2OBO M$tA-3S 252E (26)Md[ LISP= H NaM B6 3800 1 236 SIDSO (36) ICd a I V2' USP: (56) iz d z' I/Y V) M57-46 5ID65 I 246 425C (48)10d x 11.4' USP= l48) 10d x 1 In` H6 950 16 Ge5 (6) 8d TO PLATE$, (6) 6d TO STUDS (USP: (16) 9d x I IQ', N1 ad) El Sal SF1 4 S=5 (a) 106 x I V2' TO STJpS LISP, (0) IOd x I IQ' TO STUD5 '- 395 MP 34 410 (4) ad x I M2 TO BEAM, (4) 56 x I Id" TO POST USP, (4) 8d x I M2 TO BEAM, (4) 5d a 1 1/2' TO POST HCP2 645 HHOP 2 I010 (12) 10d r. I 1/2" U5P. (IO) ICd x 1 I4' TO TRUSS, f I I" A I 1," -0 PLATE HqA 1340J RT 164 219E (Ia) IOd x I I/V USP: (O IOd x 11/2' TO TRU55, (W Vd X 1 1' TO PLATE VGT { HCU4 456B PHD 44 458; (16J-6D6 1/4"x3' TO WOOD, YID)-SD6 1/4",O IR' W/ THREADED ROD, 02 NUT6/WASHER/2 P Y LISP; 5/5' AIR MIN_ 1' EMBED 5FT IN HIGH 9TRFNG7H EFOXY (10) WSW WOOD SCREWS VGT { ILD1p 4940 TDX C 510 (16)-6D3 I/4'x3' TO LOOP (3)-3/4" STUD 501 T5 W/ THREADED ROD (2) NUTSNI43HFR/2PLY UOP: 1/e" ATR MIN. T' EMBED SET IN HIGH STRENGTH EPCIXY, (4J I/e" THRU-BOLTO ABU 44 1 2200 6665 PAU 44 2535 61T5 (I) 5/9' ATR IN HIGH STREN3YN EPDXY, (MINE T" EMBEM I IN CONC, (12) 166 TO WOOD U5P, SAME A5 SIMPSON ABU 66 23M EOOV PAU 66 2535 13515 (1) S/B' ATR IN HICGI-I STRENGTH EPDXY, (MIN_ T" EMBED I N CONIC, (12)ladl -0 WOOD USPl SAME AS 51MPSON LTTI9 •• 1340 L70 IS 120E (1) 3/4' AS.R IN HIGH STRENGTH EPDXY, (MIN. 1' E; 16EG.% N CCNC, (B;iOd -O WOOD USP: -SAME AS SIMPSGN ch LTt?CB ... boo LTB 20B 1105 (1) '..a' AT.R, IN HIGH STRENGTH EPDXY, (MIN. T EMBED./ N CONO, (IOUVo TO LOOP USP: 3/4' ATR MIN T' EMBED SET IN NIGH 5TRRYCH EPDXY, 110; Od, (:0) 49d x I V2", 2-1R' _ U HTT4 c<56 HTT4B 446E fd TEN1 5I9 AT.R IN HIGH $TGTH EPDXY M1" IN. EllIR CCN0. 4D49 05) X I IO' fU$P= (2(0) 16d X -SP WAS YORE NAIL OPTIONS: 120,` IOd, (20) IOd a -1.2', (?O116d x 2 -�" Q HTTS 5090 Fn-<5 5430 f D 5LI AT.R. IN HIGH STRENGTH EPDX':" fM 10 T E"� 2 ) CONC. i'�6tl X ^ /?' CUSP: (!W 16d x 2-V2 V '.,:P .lap MORE NAIL OPTION$ (29)1GX1, (2E) 10d x'.-:G'. (20) ad x : 1;2' HHDOII-525 25. Ill Ll I1 12090 --- (1)1- A.TR IN NIGH STRIIJGTH EPCX", f" IM.12" BTBECJ IN CCNC, (24) SUS Ye' x 2k" WO= 5CREL5 01SP.:2= W53 li� SCREWS) HATE a6,l 'DiX 10 5110 (1) lB- A$. IN.AGH STRENGTH EPDXY, (M.N. I- EMBED.) IN CONIC, (3) 3/4' STUD EOLT5 TO W`OCP (U!8 . (4) 1/8BOUT) LJ C9 z MBTA 3,56/I125 3415 5330 Ni`M35XL"U HU04121F 3165 3060 T13O 2030 (FLRf _ 3¢2B (ROOF) 815 SIMPSON. (U 3/4' ALR IN HIGH STRENGTH EPDXY, (MIN 6 1V EMBEDMENT) IN CMll TOP, (1) 31' ATR IN HIGH STREWsTR EPDXY, MIN a,7V EMEEDMECIV IN GMU, FACE, 05U0d TO EEz- U6P: lU 4' J-BOLT W MINIMUM 6: EMBED, I NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' VIA ITJ RAMSET/REDI$AD DYNA 5041 SLEEVE ANCHOR OR Ea. Of I'TIN. VEC15EP DEPTH INSTALLEC N THE --SCE. HUOG412 (WOOD) 3638 2660 'RW (10) lad TO HEADER, (IO) 16d TO WOOD UOF: SAME AS 61MPBON 326S (ROOF) HUC410 (CMU) ISO 5005 HD410 IF 190E (IS) 1/4' x 2 3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO: WCCCr (U6P (IS) 1/4" x x' W53 6OPE'La. / 0; 10d 10 WOO, ZI4J«+O-2 (CMW ISO 5085 14D210-7IF GOO 3,15 fl6) 1/4' x 2-3/4' TITEN (3 PER FLAI'm M5 TO CMU, CIO) IOd TO WOOD: (USP: (18) 1/4' x 3' LS3 scl (10J @)d TO WOOD HmG2'C .3 (cm.) 1510 4000 HV210-BIF 139E ST. f18) I/4' z 2-3/4' TITEN l9 PER FLANGE) TO CI'IU, HOC IOC TO WOOD: (USF: (15) V4" x S' LB3 BGII IOC TO WOOL L=M'26-2-cD5 1430 1 559E HO USP CC.NVER510N Fr SMRS[FJ LGLI"`36-2-Pp5 (q) 3/6' 1 4' TITEN HD ANCHOR5 (2 PER FLANGE) TO CMU, (4) I/4" X 2 1/2' 5D5 5CREW5 TO WOOD HIGH STRTT'G1H EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCH TFCT'SRGPIFER OF I FOR WRttTEN APPROVAL PRIOR TO SUBSTITUTING FOR 5RFLAR EPDXY PRODUCTS OR U5P - C14 API-F5IVE ANCHORING SYSTEMS. . 'WHERE ANCHOR EMBEDMENT IS GREATER THAN T' DEEP, THE VERTICAL CELL IN C11L, WALL MUST BE FILLED 50LIV w/ GROUT. ICd DO-II9Orl NAILS CAN BE $UBSTITUTED WITH ICd x 1121 NAILS IN COMJdYO*ION WITS A 23 o REDUCTION IN T/IE ALLOWABLE _CAD. WRITTEN APPROVAL FROM Br ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) -. MINIMUM EMBEpMENT INTO THE TOP OF A BONDt EAM WILL BE 5', MINIMUM EN EdDMENT INTO TTE FOUNDATION WILL BE 1' W I— 0 AT..% - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BEGA'.wE OF TAE _:DE VARIETY OF MATERIALS LOCATIONS, AND CONDITIONS THAT MAY AFFECT Ot'HECTORS, I'LIE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT 1FE PROPER CCNRO5IOM P I ECI IOII P USED. WHEY U5 NG 5TA:%'LE35 STEEL CONNECTORS, USE 5TAINLE55 STEEL FASTENERS. WHEN U51NG Z-T I I^DG GALVANIZED CONNECTORS, U5E FASTENERS GALYAN¢ED =ER :CST"-AE3 USE OF EXPANSION ANCHOR$ WILL BE EVALUATED ON AN INDIVIDUAL BA613 AND'•JST HAVE WRITT€N APPROVAL FROM THE ARCHITECT/ENO-INFER OP REC05= PRIOR TO SIZE. ALL OCNNECTON"VALUE5 BASED ON SIMP300 4RJOD CONSTRUCTION C r%TLCTOIt] 6-20I3' ,'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING I F45TENNG 5Y5TEM5 FOR CONCRETE a M4504RT CATAl c-5A5-z¢1a. MINIMUM REQUIREMENTSCER MAXIMUM HEADER SPAN (ft.) UP TO 9'-01 TO W-O' UN.O- W-II112' 71_ It I/2 AND UP NUMBER OF HEADER STUDS 8UPP10RTING END OF HEADER 1 2 3 NUMBER OF RILL LEh4TH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSSIBEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE (2) META-16 B4Cs J4 04 Y 'I ROOF FRAMING PLAN SCALE: 1/4 a I'-V* ELEVATION 'A' ^F ry 0bt (2) META-I6 A R C H I T E C T S 4Design Group"Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nn�ln sxmDrv. & EAT: OAKLAND LAKE (LOT #65) MODEL: 1452 moo-00 PROJECT#: 2784.000 00065 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHRECT. STATE OF FL.ORIDA DAME: ux! `18 SC':1/4"=1'-0" SAEET 6 Og 8 ECTfRICAL LEGEND FSYM50L DEFINITION NOTE5 IIOV DUPLEX RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE f 110v SWITCHED acrrqy ", EA DUPLEX RECEPTACLE 110V GFI DUPLEX Eli01PPED W/ C,�6wl R RECEPTABLE tom) ® 220V RECEPTACLE 4 WIN Ca#cttON ds IIOV DUPLEX Sop" D IW c4CM FAw.T NMRF'TER MATHER Fes) RECEPTACLE SWITCH 3-WAY SWITCH 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE- HANGMG ULL LIGHT FRkTURE- CEILING MOUNT LED LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR a LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL © PANEL METER SMOKE 15ATT. OAX-W N) HAFVM SD DETECTOR ntrl:RxpwzcTw CARBON MONOXIDE mot. aac W w WMM DETECTOR NmmxRe= GELM aox W:WFW TO 9E J J-BOX &JFFORW N AOCOIVANCE aV BOX MOW A9 Ork FOR N6pLMON FLOOD LIGHT DC DOOR CHIMES Ty TELEVISION JACK JEAHONE CK 4 GAS OUTLET WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN.- 1452 LOAD INFORMATION VA 1462 3Q.FT. GENERAL LIGHTING X (3) = VA PER 9Q.FT. 4 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA RA. 3000 (1) LAUNDRY CIRCUIT AT 300D'. (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000. (1) WATER HEATER im- SUBTOTAL OF GENERAL LOAD 46.4M KVA OF GENERAL LOAD AT 100% 10000 ER OF GENERAL LOAD ® 40X= 35,602 VA a .4) 14YAI TOTAL NET GENERAL LOAD 24,AR ;AT PUMP#1 30 AMP X (240 VA) XTRIC HEAT 5000 VA a (65%) 3250 41 TOTAL .,ATED LOAD FOR SERV 34,691 VA / 240 V= 144.55 200 AMP SERVICE Ir L F OWNER'S SUITE - F \\ 0. BATH �lci `I W.LC• II ''�� ; I op III�� — — — 1u - 1 OF 9 _ 44' OF �I L LIGHT 4 SWITC14 IN ATTIC / SPRINKLER / CONTROL ) ■' L 2—CAR GARAGE L ) J / 1 1 GFI CLCs.I i t OUTLET 161 L /ol r 1 I I ) FOYER TRANlCCR RAW. 60kVA YOLTAWi 1620=00-940/480V SEIRVIOE, 604" PNASE T1'PE. UNMRSROM AVAILADLE INITIAL SYhP'C'1ltlCAL PAULT C16WT AT 6ECCNDAW 61DEk (ChV440 VMTW MAXIMIM FAULT Cli0104T, MW m" POUER COMPANY 17PANEFOR'RR SERVICE by OT4M (3) 01 TNNN/M1IUM COPPER CCNmuCTCm (1) • 6 THHWf141.N COPPER GIRam IN i" CONOUIt. NEMA AR 400 Al-V COMBOOW40 cosCONNECt Cmmn M AvmTm PILO CAN ]00 M1P. M-0 / DATA �CAOLE / TV UPAT1i R PB7F OOX �FROM BOX 200 AMP ELECTRICAL. RISER NOTE. ELECTRICAL MATERIAL$ ANC) M6TALLATION$ $NA-L COMPLY UV APPLK-ADLE PRO)ASION$ OP THE NATIG & ELEC. CODE. LOCAL =M6, AND THE LOCAL POUER CO. LANAI I I I F L I PRE-WIE-U RE I I III ) I � I DINING Ole,I1014. JACK 0� OUTLET FOR M. WAVE OPT. im - I -- BEDROOM 3 \` BEDROOM 2 ARCHITECTS . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 r �'lllll'I'I! ��vvovovvoo� r VEIDIV. & LIOT: OAKLAND LAKE (LOT #65) MODEL,: 1452 XX'500-00 PROJECT*: 2784.000 00065 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA DAM 5/11/18 9C ' "E: 1/4"=1'-0" z L Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant: Product Opening Design Pressures Product Rated Rts n Pressure Manufacturer Model Number Product Approval Number Glass Tvpe Method of Attachment Windows +32.37/-42. +501-60 DP Ply Gem Series 4712 Flange FL 14039.1 Non-;mpaCt X 1p Wood Scro wict sutfldant largM to ad io%* 1.114' ambed", m, Raciuked anchan: Head (3), Jamb (31 Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use W Tapcon wilts aeA'awit iergtn to aclwvo a 1 W "m^"mm` ombadmerd vvm 2 W nomm m odq° that", Fixed Glass +29.65/38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 Non-tmpact x is Wood screw wm, ,,,.,ant ie�vp, VI acN 1.114- antbWMort. Read any rr HW (3). Jam za, Block Glass N/A N/A N/A N/A N/A N/A N/A Skylights N/A N/A NIA N/A N/A N/A N/A Sliding Glass Doors +28.74/42. 2 +/-50 DP Ply Gem Series 4780 FL 14634.2 N*n-imo8Lt 'M6 T. n ,1m ,.,,4 Qn M. ad who fnaWto).iamb($) Fan mftow. , Swing Type Doors +30.64/-30.64 +67.0/-67.0 ThemlaTrU 3W.9o"Smooth Stow F3spaaa FL5891.5 N/A ITWTapmW►hEmxed. %.IX.Wctwomtso.0,_.Wmm *vox laftc�<":ORELCOTop=,W,NIA French Doors N/A N/A N/A NIA N/A N/A N/A Garage Doors +25.91/-31. +36/42 Clopay 16X7 Model 73W6 FL16546.4 N/A Jamb to taoa on vatiato Am11'r X 1 IWM emaom*d Tapmn Mat apockg of Wr w 1' W 4*61roBi Of mQykyd Hurricane Protection N/A +40/-40 Eastern Metal Supply 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchoro, SG Tapcons or 1W x 3/4". All points Solid -set Anchors, Roof Ventilation N/A Roofing Material 1 V N//"1 N/A Tamko NIA FL18355.1 N/A B nai'a W. st+4>p7e. StmrJaeA !}qe roorusp nal, nr stmnks aMuld he 92 ga;;;ye was arC rrmncrum Read of 3,81. Revised 07/22/2014 I have reviewed the above conlponents or cladding and I have approved their use in wind loads and forces specified by current code provisions. / Name: JAMES JOSEPH CANTWELL Signature: Design Prof: ARCHITECT _ eert. No. AR001 7i These products provide adequate resistance to the seal Date: 06/2/8 JUN 6$ f A R C H I T E C T S rDesign 1 )t inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W a 0. h w F q� Q w A q �c a 0 H ko CO N 00 0) S UBDIV. 8e LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 )CKX00-00 PROJECT#: 2784.000/00065 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL/5 209 6/29/18 SALE: 1/4"=1'—O" 1 RECEIVED Jut n's 20te Permitting Departmen St. Lucie County 4. i.Ad4V ra Planning & Developanent Services Depannient. Building & Regulations Division Product Review Affidavit Building Permit # Ownerx Narral _ _ Applicavits_— oduct Model NQrnher rgpanirsg Design Product Rated Manufacturer Product Glass Type Mftbod of ,Attachment Pressure" Design Peesdum Approval Number Windom Scriev 4700 +32371-42.62 +50!-a) DP Ply Gem FL.14439-R2 Nion-I spats Ono .3, lb"' fTW Tapeon with Single H rag Flange �ttj icient'sealgth to achieve 1 114" 25-Sil Egress insntmnm rrnbedroonL Required ancraprs: Head (2), Jamb 1,3) Each window, ttdlnda Serie& 4700 '12.37r`-42-62 +50/*() DII Illy 0011) PL14039-tt2 Non-fsmpae,, One 1/1(, ' II AV Tapcon with Single rag Y'lange c:fli+ae,ir lt;n, th ui achieve 1 1?4•> ?$-51i. L"dress msnamnin cuihedmant. Required i t 111P anchors Head (2). Jamb (3) Each w[ndow. multion Buses 4700 NIA Sri"'-75 t.1P i'f4 t cIn FL,f:5264.2 NA 311WI iTW Tapcon 5"CCeWs of Flaratga solbeavni length to achiove 111intrllum ti.N1fT[:4Ria1(:n9 of 1 14"f into vojlcrF' tc'tTrason r` substrate. Vl ding ass Doors Scricd 4700 '�28.74,1-42.62 +?-50 DP Ply S,Y0111 Fi 14634,'' Non-fnnpm, ; ' FIco "f ipco(mv of aufl'icienf fcngth tea achieve a 2 ':_" minanauns embudwent., Required anehors; HeadlSlsi (6t, .Mamas (6) Each wind(a'arv,: Saving. T pe Doors 3'0" xi V +30.641.-.30.64 -67,01-67.0 ihetm a'1 ru FL58911-10 `,A ITT T apoon %"; Min ter' benment i- Syar10oth Stan' 1W,Min Clearance t0 edge 2.W., M01 i iherglass Clearance to adjacent w1chor 4% OR l LCO Tapcon 14, Min rn,mbedment 1- 1/4', Min Clearance arance to edge 1", Min Cieaarance to tadiactant anchor 4', Anchor Spacing Max 1 Ur C) C.. %tsgn rxurs t6x7 Model +2,. 1(_3i,3'3 3ft,"_,92 t lopay YLi6540A N A Jamb to block on verticft jamb: Wxl 73W6 ;," miss embedded Tapcdn. Max Spacing of 7'Wand 1' 00 steel vra6har requirsd. Door to jsmb: 13 GA GAI V. steel flag bracket attached to jamb with (3) 98 lag wii#3 (2) %" rivets, 214A X 12 GA GALV. Steel brackets attached to iamb wrath (1) 5116' X 1 &T i-AG screw per track bracket. Hurries a Protection 24ga Steel NiA +40f-40 Eastern IA4etai FL:11964.2 NA YV Tapcsan Aochors, S(3 aprons, or Panels Supply ' ' x IK' All points Solid-&t Anchors. Minimum embedment into concrete of 1 1W Roof ven ilat7on 4' ,astaasldarci N;A NA Tatnko 11.5719.3' RI NA Apply :(){afoaraent to the underside. Off back,in d ffiant s o1°the ti* Vent vent. CentQtit ahould be 'jA•, thii:.".K. and extend 2" canto roof underla}'rrivent, Attached -wnt t(ajs and +?dG flanges it) deck, with nails spwed 8" o.c. and !a" from each rend. ,Af a taastetring flange to deck, naafi and adhere l(xwSened shingle& With flashing cement. Apply flashing Cement to expol;W nail heads anti wherever flange edges meet span fed. Roofinj Undedayment N/A Nf A I ,A Trinity ERT) FL152,16-R2 ;4t,,;A Field spacing max 12' 0,Q; Staggered rouedaps att,90h'ed F O.C. with corrosion resistant fastenrsrs 'vFitl: I' diameter pisstic or emtai cap nab, Toofini Asphalt JWA N?r'A VA Twaake FC.18355-U N,A 6 nail: per shingle Standard type Shingle roofing nail snail shanks f hould be 12 garage wire and minirnupi head of 3V, Nails should penetrate deck completely and extend at toast Ilti''" ast. t have reviewed the above components or cladding and t have approval their use in this structure. 'these products provide adequate resistance to the wind leads And forces sliedfied by current code provisions. Names.........._.................... a ..... _. Signature...— .......... .... w _............... _w.... Eicsitra Fran': .............- --..... -------- - - Cart. No- Date A R C H IT E C T S mi irr_ ivrv(:wwu, rL ae(ov PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �"IIII'I'I ��vv000vvvo� �untnrv. & L(OT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT*: 2784.000 00065 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHfTECT- STATE OF FLORiDA aAT • 5-J„1 /18 9C ':1/'4,,=1'-0" s ET g og g (I1 lb REOAR VERTICALLY - Wr coma PGIl1ED CELL (D 9 11E541t VERTICALLY YV GONG, - (76• M&! LAP) P'OWIEp CELL (20' MIN LAP) R-41 *WA- M*L z_ = 6• cm TEXTLMD CEMENVOW COATING- z� PER (A61M CM) (TYI^J - N £ Q t e' GT7U CYRO FE10HT VARIER, n, 112, GYP. W_ OD. _ '* 0—��WOOD MASE >� z ° E 3 In,CONC. REM. YV 6'x6' ° 3 IR' CONc. REMall)*,. YV 'xi' = 4NA WOR ROE YAAdIIA Ur -OR PYOOP MEAN ON — _ 6-MIL POLY E7NYLENE VAPORON 6-M P 6-MIL OLY ETHYLLENEENS VAPORSAINAWJM ON OARRIER ON YELLCTED -COMPA CLEAN 1'MIRE TREATED PILL € w YELL -COMPACTED CLEAN TOOM TREATED PILL A UEI L 1 V1' RECE86 4' 4' m � I, ®, (1) �R, ROOM ON CxiA)1!S m -®' (2) 7 ROMM ON CHAIR* 1-STORY FOOTING 1-STORY FOOTING BLOCK WALL 4 AT GARAGE DW WALL BEYOND WALL OEYOND !FN• 11ECE66 FOR PAVERi GARAGE DOOR ! V1' OLtITw R7plem G46' � IIAMYA NYF ORPEWi'tIFI CN ° 6 i3 WA FOLY EM1MRO VAPOR *AR1E10 QU-0"ACIPD ° a. 4.EMJ lOPY1E 11EAlED iLL m - • 3 VY COW. REM. W 6'x6' , a 3 VS' CONC, REM. W( 6'm6' ° QR' > UARUA WW OR PIOE"6H ON ° WIAMMA WIP OR P1904 *H ON _ PAVER — 6-MIL POLY W4YLETO VAPOR - s 6-MIL POLY ETHYLENE VAPOR ° DARNER CN YELL -COMPACTED OARRIER ON PILL -COMPACTED MAN CLEAN IEN UTE TREATED PILL G 10' C LgAN TER'11TE T1IBATED FILL C44AIRD PCOTINS O Go z i G' RECE66 POR PAVERS 'I.-®, T (D qS ROMM ON CHAIRS "' EXTEND w+DERPA YORO (4) �6 REDAR ON CHA1116 GARAGE STEP-UP 17 NON -BEARING GARAGE DOOR FOOTING PAVER RECESS S ® ENTRY DOOR GEE MANF. PRODUCT DETAILS � FOR REWIRED SIZE AHD ME" L OP RMcE" FOR 0". TRAGIC ° uai VARIER, PINIGH PLOOR ROMAR SET IN SIM160N HIGH O1 STA0411 I EPDXY 6' E'MDED. MIN. $ (3) REDAR STOW m (!) MI REBAR 7-STORY % 2 I q —OUTSIDE REOAR TO BE > ° °°F/�N-- a u ° CON mwA ° a` 8 3 VR' CONC, REM. W/ 6'Xb' a ° / UAYIN.4 YUF OR FlBER'ESH ON 6-MIL POLY MYLETO VAPOR CLETER I TMAIM AN 1'-I' MIN. LAP TYP. RETROFIT FOR SLAB AT 11 S.G.D. GGALE§I' T A OMITTED DOWELS BREBAR LAP AT FOOTING TIE VERfIGAL REOAR 'ro H RHORIZARD Olo, AR YV HOOK OPICUTED OCND BEAM ° 1 0 VARIES PER M". z s i d FOR INGFECrIC" z' E, N 9-01 FYJ. FLR. (D lb VI RT. DOYEL LAPPED uv BOND BEAM a —TIE VERTICAL REAR ° TO HORZATIONAL (1) % RMUPt AT C0104 G ' a, o IIDAR W YN HOOK UV 20' LAP MN. TYP. REBAR LAP HORIZONTAL/ VERTICAL LINTEL. CORNERS q>__4&rORCING OAT ..o A R C H I T E C T S 1,li11m LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1111111111 I �vvv000vvoJ r ul3nr . dg LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 xXX00-00 PROJECT*: 2784.000/00065 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOFRDA MAY 2 3 DAT /23/18 3119ET NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. DO NOT EXCEED �' ❑ DO NOT EXCEED S' CMU BLOCK ❑ 8' CMU BLOCK DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or j'x4' MIN Ix4 or Ix2 P.T.NAILER P.T. Ix4 or J'x4' MIN. (SEE WINDow/DOOR U,� BLOCI(M (SEE U�NDOMOOR JAMS 5LO=Ws Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACkRMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE DOOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING P.T. Ix4 or J'x4' MIN: cm PER MFR'S SPECIFICATIONS EACH END ands 18 OL. MAX PER MFR'S SPECIFICATIONS) SECURE tHRU FRAME INTO BLOCK wJ (1) a' TAPCON (MM. EMBEDMENT 141) WINDOW TO BLOCK (+Y4 or +Y4") WINDOW TO BLOCK (+301) e' FROM EACH END and ®18' O.C. MAx or DOOR JAMB TO BLOCK (+%4" or +%") DOOR JAMB TO BLOCK (+3") (U DRIVE PIN, 8' FROM EACH END and 0 18' O.C. MAX 4A SCAM NP-V 4E +-E_ �'_� ®' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) J' TAPCON ❑ DO NOT EXCEED' ❑ DO NOT EXCEED #' (MIN. EMBEDMENT I J') 8' FROM EACH 8' CMU BLOCK END and a 18' O.G. MAX ' DRYWALL 8' CMU BLOCK' DRYWALL or P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOUCOOR JAMB 5LOMM Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER ® 18' O.C. MAX FASTENER SCHEDULE FOR ATTA041E IT DOOR CASING (SEE wiN=X)o0R JAMB SLOCKM ' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I #' !ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'$ SPECIFICAtI0N5 EACH END and + IS' OC. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2xb: OVER 030 FELT PAPER (OR APPROVED EQUAL) NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 149 8' FROM EACH 6TH EDITION (2011) DOOR JAMB TQ BLOCK (+1 �") THROUGH NON-STRUCTURAL MEMBER (Ix or a' 068) END and a is' oc. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE' 48 , I:I _ID= wl ' TAPCON MIN. I #' EMBEDMENT INTO BLOCK ((22) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+3 %6") q 18' O.C. MAX MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION 7 „ MIN. HEAD SIZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 16 MIN, EMBEDMENT I $HIM AS NEEDED 4F SCALE: I'40 TO PLUMB JAMB. METAL DRIP E DO NOT EXCEED #' P.T. 2x8: 'GYPSUM BOARD OR J' HIGH 2x6 SUB -BA STRENGTH CEILING BOARD 8' CMU BLOCK — VENTED❑ SECURE TO BLOCK w/ !2)' tAPCONS C. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT I k) 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER Ll SHIM AS NEEDED END and * 18' O.C. MAX R PLAN (SEE WINDOWPOOR JAMS MCC" TO PLUMB JAMB. or CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT j' OSB (4' WIDE MIN.) (2) DRIVE PINS, S' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING DO NOT EXCEED ;I ® 18' O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMS / WINDOW SPEGfFiCAtION (ATTACHED t0 BLOCKING 8' CMU BLOCK MIN. SWANK SIZE .145 PER MFR'S SPECIFICATIONS J' DRYWALL MIN, HEAD SIZE 300 NOTE. P.T. Ix4 or j'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I #' (SEE WiNDOACOCR JAMB SLOCKM P.T. Ix (4' WIDE MIN.) ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY GALLS) THROUGH NON-STRUCTURAL MEMBER Ox or a' 065) DOOR CASING P.T. l2) 2x4: Em PRECAST OR POUND IN SECURE 2nd 2x TO STRUCTURAL wl �' TAPCON MIN. I �' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (I) 4' TAPCON PLACE BILL (PER BLD �' GYPSUM WALL BOARD EACH END and a 18, OA. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH I' TEXTURED CEMENTITIOUS U 15 W5AR VERTICALLY IN WINDOW TO BLOCK (+1 151s;;) NOTE. PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 !U DRIVE PIN, 8' FROM EACH END and C926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 6 18' O.C. MAX 8' ' P.T. FURRING STRIPS a I6' O.C. 4C : I'=r_®= tHROUGH NON-STRUCTURAL MEMBER (Ix or I}' OSB) MIN. SWANK SIZE .145 w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I' NOTE: WINDOW TO BLOCK (+3 716") a TOIPLUMNEEDED A . DOOR JAMB TO BLOCK (+3 716") P.T. (2) 2x6: EM ` GRETE SLAB ❑ DO NOT EXCEED' AGE= I==I _®= SECURE TO BLOCK w/ (2)' TAPGONS (SEE FOUNDATION PLAN FOR SIZE !MIN. EMBEDMENT I') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 0 IS' OG. MAX XTERIOR WALL FOOTING �' DRYWALL UPLIFT UP TO 11'15 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT)(MPSON HT520 w/ (10) IOd NAILS t0 TRUSS 4 9 IS' O.C. MAX 2 FAS R SG Jr�R ATTA MT P.T.PIx (4' WIDE MIN.) (4) X'1 # TAPCON$ INTO BOND BEAM -ENGINEERED SWGLE STORY SCALE: 3/4'.r-m' DOOR CASING MIN. SHANK SIZE .145 BOOR JAMB /WINDOW (or EQUIVALENT INSTALLED PER MFR'S SPECS TRJ$$ MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING tINUOUS BOND MIN. EMBEDMENT 1 k PER MFR$ SPECIFICATION$ UPLIFT UP TO 2,350 lb BEAM BAIT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH (2) SIMPSON WT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) ' 'X2 TAPCON$ )4 )4 P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPGONS THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS) (MIN. EMBEDMENT I J') 8' FROM EACH an .. ..:. - d IS O.G. MAX wJ �' TAPCON MINI 'EMBEDMENT INTO BLOCK END � ' kTAAPCONS MIN. or OMM 22' x 30' MIN. D CASING At SIDE WINDOW TO BLOCK (+2 ") 2, COVER (2 8 DRIVE INN$, 8' FROM EACH END and 2 APART ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE: KTA WOOD CASING 4 GYP. D MIN. HEAD SIZE 300 BOARD (TYP) SCALE- r.r-iv' S SCALE: Kra MIN. EMBEDMENT I' A R C H I T E C T S 1441 N. KUNALU N6AL9AN CLVV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 01111111111 �voovvvvooJ I 9tnBnly. de LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT*: 2784.000 00065 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT= STATE OF FLOFIDA MAYS 3 2018 D T : 5/23/18 i9 AL.E: 1/4' =1'-0 $ A R C H I T E C T S �Desi n 1 oib Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r �'llll'llll L\�00000000J E 8 E O C I SU13DI'V. & LOT: OAKLAND LAKE (LOT #65) MODEL.: 1452 XXX00-00 PROJECT& 2784.000/00065 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 5/23/18 80*ME: 1/4"=f-0" 3 VTCR o (1) a EA Y O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 01 © o 0 CURE 2x6 MIN. TO BLOCK w/ (2)}9 x 9' ANCHOR BOLTS w/ 2' B WASHER SE HI T IN SIMPSON or LISP GH STRENGTH EPDXY (MIN. 6' EMBEDMENT) CURE 2x6 MIN. TO BLOCK w/ (3)1�' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT I o J GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0" -ENGINEERED TRUSS I' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 6 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL ,l.,.j.-s,i.:� SCALE: 3/4 0-0' ,w-'RE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO OSLAB w/ 10d x IN MIN. MASONRY NAIL w/ WASHER 9 32' O.G. MAX. CRETE SLAB 761ZE FOUNDATION PLAN FOR AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL 6=6 SCALE: 3/4'.I'-0' ' TEXTURED CEMENTITIOUS —lU REBAR VERTICALLY IN CONC. POUND COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C526) OVER CMU---\' CMU BLOCK '® ATWER STRIP MOLDING AROUND DOOR PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MIN SLIDE, vERHEAD GARAGE DOOR (BY OTHERS) SECTION ,�MALVANIZED STEEL VERTICAL TRACK B (BY OTHERS - INSTALLED PER SCALE: �T�' MANUFACTURER'S SPECIFICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 BIIIIIIIIII �ovv0000, SU133DIV. 8e LOT: OAKLAND LAKE (TAT #65) MODEL: 1452 XXX00-00 PROJECT& 2784.000 00085 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOFUDA 5/23/18 SOALE: 1/4"=1'—O" 1 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT,). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF 5TUD EXISTS BEYOND EXCEPT 5TAPLE5 W/ %s" LEG MAY BE U5ED TO TEMP. 5ECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY STAPLES TO BE REMOVED AFTER IN5TALLATION FASTENERS TO BE 5PACED 7" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT5 BUT SHALL BE 5TOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM 01063 2. WIRE TIES TO BE (NO. 15) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLA5H I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE 5PRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION 5TARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEA5E LINER AND FOLD THE FORM FLA5H I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAPAROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLA5TERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A STEP 1 IN5TALL FA5TENER5 (CLIP5, STRAPS, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE:1,1I 8" THICK, 3 COAT CEMENT PLA5TER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED lal" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING P TO }' GAMIN. 6' i0 S' 6' TO PROTECTED FLASH TAPE 8' MIN. MIN. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 5" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL 5TUD 1TYPE 'Y' CONTROL JOINT gCgLE, N.TB. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA5H 1 TO THE 5HEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ 5HEATHING WITH MINIMAL AIR POCKET5 OR BUBBLES. TAKE 5ECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 5AME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. SECTION TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY To 5HEATHING ITE 5PRAY ADHESIVE �TLY TO 055AROUND TRAT ION TOMERIC COATING 4PPROVED EQUAL) STUCCO/ G.V. FIN15H (5EE TYP WALL 5ECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 5HALL BE 5ECURED TO FRAMING MEM5ER5. THEY SHALL BE TIED BETWEEN 5UPPORT6 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AB PER ASTM C1063 1.5.1. NOTE: FOR REPAIR OF TEAR5 IN WRB LAYER5, TEAR5 MAY BE PATCHED PEEL 4 5TICK WOOD 5TU 5HEATHI WRB #1 TAPED T SHEATHING ui/ W' #2 OVER TOP. Wf 112 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 r�LE: NTS. WOOD SHEATHING WATER RE515TIVE BARRIER. LAP 51DING (PER BUILDER) WEEP 5CREED MINIMUM CLEARANCE (PER MANUR 5PEC5) 5"X7" CONTINUOU5 GALV. METAL 5TEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.TA NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL END5) d 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I° METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO " THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING 5HEATHING LEGEND DRAINAGE PLANE (WRB LAYER 111, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR �I I APPROVED EQUAL) METAL LATH X X X X 5TUCC0_ _;. WOOD SHEATHING E7L7l SELF-ADHESIVE FLA5HING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2.5 L55. PER BQ. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design Gr0u ITInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 2 0 aF wF A� a q x. A a CO q Lmmmm 0 w C4 M <7• Sri z A W M E 8 0 s ca svHDIV. 8e LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 XXX00-00 PROJECT#: 2784.000/00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA JUL Q DA�E: 0/29/1 s 4LIE:1/4"=1'-0" RECEIVED JUL ® 91018 Permitting Department St. Lucie County PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH a 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Yo' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED to 1' D.G. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 8' r 16. ro 0, 8` THICK, 3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED -61' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING Vr` --PROTECTED FLASH TAPE BEHIND CONTROL JOINT �— PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6ii TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS _ ON STRUCTURAL STUD 1 PE "M" CONTROL JOINT NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM CI063 12.1. NOTE: FOR REPAIR OF PEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB *1 TAPED T 5HEATHING uw/ W *2 OVER TOP. Wf *2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) DPAPER LAP NOa APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' G VERTICAL LAPS (ROLL ENDS) 4 6" 9 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL !'THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6ii LONGER THAN THE //7 FORM FLASH I TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 115 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO OSB AROUND PENETRATION 1' OR LESS PIPE PENETRATION i WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER Ut HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) 4. y y r THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM '"ll• MINIMUM LAP (PER MANUF. SPECS)' ° LEGEND (LENGTH WISE WITH ADHESIVE FLASH 1 AND APPLY IT TO THE "': TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH I STEP 1 STEP 2 SAME MANNER, MAKING SURE..` (WRB LAYER *1, WITH THE CENTER OF THE PIPE. ADHERE THE OVEPLLAP AREAS ARE WITH STRIP )PER MANUF. SPECS) STUCCOWRAP OR FORM FLASH I TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUF, SPECS) WRB LAYER *2 TAPE WR>B LAYER 1, f; 5'X1" CONTINUOUS GALY. METAL z (FORTIF15ER PER FBC R103.1.1 STUCCOWRAP (OR APPROVED STEP FLASHING )NAIL TO ROOF F BUILDING PAPER OR EQUAL) DIRECTLY TO SHEATHING 76 DECK, NOT WALL SHEATHING) ;n APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WRB LAYER *2, FORTIFIBER ' EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR o CAP SHINGLE - DO NOT NAIL METAL LATH x x x x SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) a b REQUIREMENTS OF ASTM C 926-12A. x. ADHERED SHINGLES TRIMMED STUCCO k METAL LATH a TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND X, PROTECTO FORM FLASH 1 WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C 1063-12A CONFORMABLE AIR/VAPOR x BARRIER TAPE DIRECTLY SELF-ADHESIVE x ... x,. TO SHEATHING FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) x DIRECTLY TO OSB AROUND AS REQUIRED TO SECURE x METAL LATH: LATH TO BE PER x PENETRATION SIDING STUCCO FBC R103.1.1 / ASTM C-841-09, PIPE/ WIRE TO FRAMING ELASTOMERIC COATING MIN. 2.5 LBS. PER SQ. YARD x . (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES @)LPIPE & PENETRATION DETAIL =x: OVER STUCCO/ G.V. FINISH Not MEET SPECIFICATIONS) (SEE TYP WALL SECTION) 4 "L„FLASHING µ? SECTION WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 111..\. RV.11LV RLf1VP11\ VlY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��0000vvvvv� E 8 O C G' SUBDIY. 7c LOT: OAKLAND LAKE (LOT #65) MODEI.s 145E xxxoo—oo PROJECT*: 2784.000 00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCMECT: STATE OF FLORIDA DA,e; 'il/18 SCA41h 114 =1'-0„ $' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.G. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVE NAILING FLANGE, STOP WRB APPROX. 1 Y" ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER 'e ASCIA WRAP KICKOUT DETAIL J ecu.s x7a — "^'"" �^ "ECEIVE 1 COAT OF 5HER-CRETE -.ONCRETE WATERPROOFER or ,OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEG. METER BOX AFTER STUCCO INSTALLATION ELEPENETRATION CTRICAL CONDUIT Q / SCALES N.TS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLYZLEND FOAM ('GREAT STUFF' OR SIMILAR) r FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT e JOINTS ALL AROUND ' THICK, 3 COAT CEMENT PLASTER '1ETAL LATH XRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER 'QUICK FLASH' 6A SCALE= N.T.S. PIPE THROUGH WALL TRUCT I ON SHEATHING WOOD FRAMED WALL HORIZO BUILDING PAPER UNDER 'QUICK FLASH' /'WENT PENETRATION WOOD SHEA WRB LAYER M, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, WOOD FORTIF15ER CONSTRUCTION BUILDING PAPER (OR $' CMU- APPROVED EQUAL) ft� ' THICK, 3 COAT CEMENT PLASTER Ys" TO 1& MID -WALL WEEP SCREED 6' SELF -ADHERING FLASHING [TAL WEEP SCREE: FRAME TO FRAME w HORIZO =WRB LAYER 022, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH �1l8" TEXTURED FIN15H a WOOD FASTEN TO WOOD STRUCTURAL MEMBER 9 1' O.C. MAX Y' TO V MID -WALL WEEP SCREED \-6' WIDE STRIP SELF ADHERING FLASHING, CLEAN \—MA50NRY BEFORE APPLYING TEXTURED FINISH g MASONRY ITAL WEEP SCREED FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND ' INTERSECTIONS STFP 4 STEP 5 TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e ALL SIDES 6B DRYER VENT (BLOCK) PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C %6-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING /,i 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 25 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE KM 17, STEP 6 A R C H IT E C T S Design 00OGr 12. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.ab des igngr0 u p. c0 m AA N: 0003325 �0000vv000 8 4) E O c L 9V8DIV. 8e LOT: OAKLAND LAKE (LOT #65) MODEL: 1452 xXX00-00 PROJECT*: 2784.000 00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLOENDA DAT � 11 /18 9C :1/4"=1'-0" WOOD SHEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER #1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLA5TER WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-750 CU5TOM CASING 5EAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER AM(o6-WFWC--150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR15 LAYER #2, FOIRTIF15ER BUILDING PAPER (OR APPROVED EQUAL) T/—(0° SELF-ADHEREING FLASHING .� WRAPPED ia CORNER OF CANTILEVER x AMICO AM66-WFWC-150 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 IFI5ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCCO WOOD SHEATHING SELF-ADHESIVE FLA5HING X X X X Q a a a Qa VINYL (OR APPROVED EQUAL) CA51NG 5EAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER BEAD INYL (OR APPROVED EQUAL) CA51NG 5EAD NOTE - METAL LATH. LATH TO 5E PER F50 R103.7.1 / 45TM C-541-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 4-�: wrh. 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a 7" O.C. MAX. WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH LJ -- ' WRB LAYER 112, FORTIFIBER 5UILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 12A BCALE: NTS. CORNER 5EAD (FA5TENER 4 SPACING a 7" O.C.) 15010 V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD C BLOCK 12 B SCALE: KT.5. A R C H I T E C T S Design r 1 oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 III", 2 w � 00 F U az F W A 4q A h� q� SUBDIV. & LOT: OAKLAND LAKE (LOT #65) MO DEL: 1452 XXX00-00 PROJECT#: 2784.000/00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JUL 0 )(12als 6/29/18 80*LE: 1/4"=1'-O" 1 SHE�ET� �� V V A3 RECENED JUL ® 91018 permitting Department St. Lude County WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL WI V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER *I, - 5TUCCOWRAP (OR APPROVED EQUAL) $' THICK, 3 COAT — CEMENT PLASTER WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-l80 - CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL P WRB LAYER *, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8' TRICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMICO AM66-WFWG-180 CUSTOM GA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL + CANT. FIN15H LAVER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y2"XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK 5UB FLOOR FULL 5HEET5 OF PEEL 4 STICK 1 Y2"XI Y4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT J' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD mCOMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER *I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING 5ELF-ADHESIVE FLASHING EQUAL) CA51NG BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN15H $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX X X X X Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE5ISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y2" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOi MEET SPECIFICATIONS) CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *2 " THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) 11A DRIP EDGE INSTALLATION Y' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 15t LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5UB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y'XI Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER "I WEATHER RE515TIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;1 BALCONY DRIP EDGE INSTALLATION 1B Nra 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 's l' O.G. MAX. WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @-ACORNER BEAD ® FRAME 6G4LE, N.ib. CORNER BEAD (FASTENER 4 5PACING s l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RE515TIVE BARRIER *2 " SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2°x3' 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y" X 3" 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM 'I DRIP FACE TO TREX WEATHER RE516TIVE BARRIER *1 *COMPONENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE WEATHER RESISTIVE BARRIER *2 -EXTERIOR COLUMN -COLUMN SHEATHING �6" SELF ADHERING 4 FLASHING :1 X2'x3' 'L" FLA5HING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN -VINYL (OR APPROVED EQUAL) CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER -METAL LATH -WOOD SHEATHING -WEATHER RESISTIVE BARRIER *1 -FATHER RESISTIVE BARRIER *2 - 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP ® COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'lll"IIII ��ovvv�oo0v� 9tmx)rv. 8i: LOT: OAKLAND LAKE (LOT #65) MODE19 1452 )=00-00 PROJECT*: 2784, 000 00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLOONDA DATM ./5 /l ly/I S 1/4"=f- J' AM i WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE ---'��7 WRB LAYER #1, 5TUCCOWR4 (OR APPROVED EQUAL WRB LAYER 12, FORTIF15ER BUILDN PAPER (OR APPROVED EQUAL METAL LAI $" THICK, 3 GO, CEMENT PLASTF 6" SELF-ADHERIT FLASHI� DRIP CC WINDOW FLANGE CASING BEAD C WINDOW WwALE.(FRAME, NO BAND) MT.& WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING x WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (ExPLor)ED s" THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WRB LAYER #l, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a" THICK, 3 COAT CEMENT PLASTER ANGLED CASING BEAD 6'5ELF-ADHERING FLASHING DRIP GAP WOOD SHEATHING WRB LAYER #l, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ill —11 VIEIU FOR, � $ THICK, 3 AT CLARITY) CEMENT PLASTER WINDOW FLANGE ---'j� WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 1 JD SCALE: NTS. LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING iJl�_i�Nf� SELF-ADHESIVE FLASHING NOTE - METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-041-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP y' GAP TYP ASING BEAD TO WINDOW IX TRIM MEMBER 'a STUCCO TO SIDING TRANSITION SIDING --� Yq GAP TYP CASING BEAD TO TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—WRB LAYER #I, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 SCALE: NTB. ( CRDSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #, STUCCOWRAP x (OR APPROVED EQUAL) }; WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASINGAND (FRAME) ISED @—SCALE. NTS.B METAL LATH /SEALANT WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME—\ WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL EQUAL) CASING 2X FRAMING (OR APPROVED (W/3/S" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN — FLANGE 8 BUILDING WRAP 94!Lo"BEAD WINDOW CASING 17 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%$" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H IT E C T S Desi n Y 1OUI inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 00 C. V a� F w q� aq x 4 a F A q� 0 N M Iv Iko co t, 40 a EE 8 E t IC SUBDIV. 8e LOT: OAKLAND LAKE (LOT #65) MO DEL: 1452 XXX00-00 PROJECT#: 2784.000/00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA JUL 0 5 6W WELL RECEIVED 1012079 JUL 0 91018 Permitting Department 6 /2 9 /l 8 St. Lucie County 1/4"=1'-0" WA4 WOOD SHEATHING WRB LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 SELF -ADHERING FLASHING WINDOW FLANGE ��T WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD 0 WINDOW 13AjFLRAME, NO BAND WRB LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING If ' WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH �ExPLOD>=p 8" THICK, 3 COAT VIEW i=pR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYONI WOOD SHEATHIN WEATHER RESISTIVE BARRIER' WEATHER RESISTIVE BARRIER ' %' X I Y4' LAP SIDING W/6' REVEA 6' SELF -ADHERING FLA5HINl STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENN GALV'D METAL "Z' FLASHIN, STUCCO CA51NG BEAI SIDING TO STUCCO @ BLOCK TO FRAME TRANSIT WOOD SHEATHING — WEATHER RESISTIVE BARRIER I — WEATHER RESISTIVE BARRIER 02— W6' X I Y' LAP SIDING W/(o REVEAL — 6' SELF -ADHERING FLASHING — STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING — GALV'D METAL "Z' FLASHING — E-Z BEAD VINYL — (OR APPROVED EQUAL) CA51NG NAW FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING YsII THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER * WEATHER RESISTIVE BARRIER 02—' i ll�lllrillrlll WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING WRB LATER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER K, (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH 6'SELF-ADHERING FLASHING (xn om THICK, 3 COAT vlrzl� FOR DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER `.. V5ELF-ADHERING FLASHING DRIP CAP CASING BEAD 0 WINDOW WINDOW FLANGE ;;; FRAME, W BAND SELF -ADHERING FLASHING IEATHER RESISTIVE BARRIER "I BATHER RESISTIVE BARRIER '"2 TARTER STRIP PER IANUFACTURER'S INSTALLATION ISTRUCTIONS I' SELF -ADHERING FLASHING ;ALV'D METAL 7' FLASHING >0 NOT CAULK OR SEAL OPENING FALV'D METAL 7' FLASHING TUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER *2 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER *I TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER I E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y$' FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 02 SIDING TO STUCCO /"® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER', 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 1*2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L n` WOOD SHEATHING.!. ' 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE—� 2X FRAMING MEMBER BUILDING WRAP $' THICK, 3 COAT CEMENT r. � � PLASTER a"ws TO T m� METAL LATH IX TRIM MEMBER 6 STUCCO T° �M TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER SIDINI BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING d ad WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO SCASING BEAD 14 Kra ( cam-SEct , WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER CASING BEAD WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING �Ll LWR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH THICK, 3 COAT CEMENT (EXPLODED K\ VIEW FOR PLASTER CASING BEAD ® RAISED @MU- Kr BAND (FRAME) g' THICK, 3 COAT CEMENT PLASTER _Y:Ap �METAL LATH SEALANT METAL LATH C.48 �� TO WINU°W WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER M, STUCCOWRAP — E-Z BEAD VINYL (OR / (OR APPROVED EQUAL) _ APPROVED EQUAL) CASING / 6' WIDE PEEL d STICK / (W/Ya' FLEXIBLE PVC BACKER OVER FLANGE ROD INCLUDED) E-Z BEAD VINYL WRB LAYER', 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG 2X FRAMING (OR APPROVED EQUAL), (W/V FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING INCLUDED) MEMBER / •APPLY FULL BED OF 6' SELF ADHERING FLASHING SEALANT BETWEEN WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY BEAD WINDOW CASING KTA A R C H I T E C T S Design Group �nc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII �moomoaov� E 8 d O C L St7HDiV. IT : OAKLAND LAKE (LOT#6A asoaELC 1452 xxxoo-00 PROJECT*: 2784.000 00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT: STATE OF FLORIDA DATE: 5 /11 /18 SC :1/4"=1'-0" CUT HOU5EWRAP AT 450 ANGLE MODIFIED '?CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP @ZKF. Kra (FRAME ) WALL FLASH 8A ecaL� �* DETAIL G INSTALLATION TEMPORARILY FOLD -UP 4 SECURE HOUSEWRAP (OR `P UNDER) at HEAD FOLD HOU5EWRAP IN AT JAMBS 4 SILL SLOPE SILL RO. TO EXTERIOR INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 081 WU (0 EGLJAL) SEALANT + UANDOW/alU JOINT, FLUID APPLIED FLASFHNrs ILANCO W41TE-SEAL RC-E6D OR ECUALL STEP 2 r.7 l u lu v ALIGN FLEXIBLE SELF -ADHERING FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE BILL 6' 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY aka" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 fig, VERT. END DAMS REQ'D. AT EACH END OF SILL OLDL f ISEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLl LEVEL AND SQUARE i MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLA514ING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 wau.► v NOTE: 1. IT 15 THE CONTACTORS RESPON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Desi n 1 p0U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'ll"IIIII �vv000000� sVSDrv. ac LOT: OAKLAND LAKE (LOT #65) MODEL& 1452 XXX00—a0 PROJECT*: 2784.000 00065 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C P) ARCHRECT: STATE OF FLORIDA sCA;�E: 1/4"=1'—O" 1