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Home My WebLink AboutBUIILDING PLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER -SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 5 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 ROOF FRAMING PLAN 7 ELECTRICAL PLAN FOR: ■ 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS tEikxnes ryanhomes.com DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-1B • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), ALL 6TH EDITION(2017) REVISIONS 10 AND @11€7 RffhWN ON ALI )GLtJph " must *ALL LOCAL AND STATE CODES DATE DESCRIPTION a�afiriN�ad+cnaPF10VlD *OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB "` IST FLR. LIVING 1,452 50. FT. •MIN. INTERIOR FINISH — CLASS C TOTAL LIVING 1,452 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH ENTRY 19 SQ. FT. RISK CATEGORY II GARAGE 3g3 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C LANAI 50 SQ.FT. • 1—STORY RESIDENCE — TOTAL 1,TI44 5Q. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES I VOLUME LIVING (Pe) 12,639 SQ. FT. COKEAM FASTENERS OR ATTACIM 10% • STATE OF FLORIDA AM NERESrOWNUrfOFTHE CWMM OF RECORD CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 TN ESE PLANS AND ARE SUBJECT TO ANY CORRECTIONS WEST PALM BEACH, FL 33401 REQUIRED SY49E WIDTH DEPTH H CAY WE NECESSARY IN ORDER TO • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4" PROFESSIONAL ARCHITECT: (ELEVATION B) 40'-0„ 47'-4" JAMES CANTWELL LANAI '„ AR N0. 12079 TEftf040 -0 55 -4 ffE T REQUIRED„ A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 �p DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER Arvit 0IAY rL.4... , AMUST 9E XM ON 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 MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S p )es 10i n U inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��0m�0vOJ E E O C L STJBDIV. & LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJECT#: 02784.000 PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 3 2818 DA'r,+jE: 4/23/18 SCALE: 1/4"=1' - O'$ SHEET sN 0 or 7 Cc, --w xxx00-00 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT. CALC.'S IST FLR. LIVING 1,452 50. FT. TOTAL LIVING 1,452 50. FT. ENTRY IS SQ. FT. GARAGE 393 SQ. FT. LANAI so SQ. FT. TOTAL 1,S44 SQ. FT. AREA CALCULATION WIDTH (ELEVATION A) 1 40'-0" (ELEVATION B) 1 40'-0" LANAI 1 40'-0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DEPTH 47' -4" 47'-4" 55' -4" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS — CAST- 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN Ifl P FOUNDATION DETAILS —D4 ARCHITECTURAL DETAILS l—W5 WALL ASSEMBLY DETAILS 0 A R C H I T E C T S 1441 N. RUNALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIII II ��m000momocg SiJHDIV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PFiOJECT�Jis: 02784.000 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 2 /18 4"=1'-0" File %u+s GENERAL NOTES A R C H I T E C T S 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. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS lPSF) A. 1. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3, ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.S. DECKS 40 A.7, STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS lPSF) B. 1. ALL AREAS 10 C. ROOF LIVE LOADS C. 1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD lPSF) D. 1. 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 (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 1:0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI 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 FOR THE T F ANY ERROR DISCREPANCIES OR OMISSIONS IN THE CONTRACT WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE RESUL S 0 S BE OBTAINED BEFORE PROCEEDING W E 0 DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONS TRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). ION PROCEDURES TECHNIQUES NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCT , OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 5. THE ARCHITECT/ENGINEER SHALL 0 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 R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). GARAGES AND CARPORTS 1. 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 Z 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES 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 PERIETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIALAND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 Y,,-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %PINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 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. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. _ _ _ _ _ - _ 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 950/6 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN W LAYERS AND COMPACT TO 95% 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. 8, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 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. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED%% 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017), 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN, RliINFORCING STEEL I. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. TIC FIBERS SHALL DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD 0.45 T01.78 k /m IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC ( 9 � COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BECONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH +" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B. 1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER Y4" D. BEAMS & COLUMNS: D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%2" 7. 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 SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb = 1,100 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 #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 MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 "ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE ®WILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS 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'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402,2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2, WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR GSA B137.5 PER R29064 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 100' OF LINE WITH EVERY 100F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PERTHE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32° HORIZONTALLY, N AND 10' VERTICALLY PER TABL E 2605.10E THE FBCR 6TH EDITION 2017 " CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %," AMAFIEX. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 2-STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Yz" 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). AU ST=O APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS` KICK-UUT 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-CID63 -11A AND R703 OF THE FBCR 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (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 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.10F THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEEDTO 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 A. PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, ANDTHAT 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: 01/01/18 Design 00P+Gi®U lyinc. 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � E V C6 0 E O rm c m L STJBDIV. & LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJECT#: 02784.000 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1pl�/ 2Qic DATE: 4/23/18 SCALE: 1/4"=1'-O" SHEET Nor 8 LL L LL L ILL a GENERAL NOTES 1. ALL WORK DONE UNDER THS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7.10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS_ lPSFl Al. SLEEPINGROOMS 30 A2. ATTICS W/STORAGE 20 A3. ATTICS WIOUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A& DECKS 40 AT STAIRS 40 A.B. ALL OTHER ROOMS 40 B FLOOR DEAD LOADS /PSFT B.I. ALL AREAS 10 C. ROOF LIVE LOADS CA " MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE 601.6 OF THE FBCR 6TH EDITION (2017). D. ROOFDEADLOAD lPSFl D.I. FIBERGLASS SHINGLES 17 D.2, CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VOLT. =160 MPH, VASID 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KO) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC_p) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILSUVEfPSR 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 ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHTECT 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 ARCHTECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCH TECT/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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFIOALLY 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 INSTALLATI ON OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DE§GNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). II. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' AF.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6THED. (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 DOOR§ NOT LESS THAN 1 3/8 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 Mg 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. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL 10E 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'h-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BULDING WORKING POINTS, ROUGJ4 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 HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL REAR ON UNDISTURBED. SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- O" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO Off RFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL B'9. RING 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, 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 'A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 950A 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 6. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- V BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. 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. 12. 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 AWN MUM COMPRESSIVE STRENGTH OF 2600 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROM SONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE 13RACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Ys'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER 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). +'7kT;T1 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/.INCH AND NOT MORE THAN %INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476, STANDARD SPECIFICATICNS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. 2. 3. 4. 5. fi. 7. E 1. 2. 3. 4. 5. 6. 7. 8. 11 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. iF, 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 MICRP OR MACRO -SYNTHETIC FIBER REINFORCEMENT. RBER LENGTHS SHALL BE 112 INCH TO 2.25INCHES (13 TO 66 RAM) IN LENGTH DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1110 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (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 OFAT LEAST 25'. 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. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B. 1. #5, W31 OR D31 AND SMALLER m' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND CA. #11 AND SMALLER 3/^ D. BEAMS & COLUMNS: DA PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'h" DO NOT CUT OR DISPLAq REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT ALL ELECTRICAL TO COMPLY WITH THE FBCR 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTORWILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 125-VOLT, SINGLE-PHASE, 15= AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIREDAND DISCONNECT TO BE LOCKOUT IN PANEL. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 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 CUTLET SHALL BE NSTALLED FOR EACH MOTOR VEHICLE SPACE. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATCNS AS SPECIRED HEREIN A AMERICAN IN§TITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE IINSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TR-2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: EA. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO. A Fb =1.100 PSI W = 175 PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBAC(S, LEDGERS, BEAMS, HEADERS, AND POSTS. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 1R) OR BETTER (UNLESS NOTED OTI-ERN SE). ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. MINIMUM NAILING PER FBCR, BTH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, BTH EDITION (2017). FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518- OS13 EXPOSURE-1 OR 5/8" COX PLYWOOD OR 15132" APARATED O.S.B. SHEATHING PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 'WSUSFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION APP-01 SHALL ONLY BE USED. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. OR 1 P2 ' ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR CONRAN ES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDERS RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFYAS 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 ARCHTECT. TRUSS MANUFACTURER SMLL 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 INTERSECT] DNS 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 ANSUTPI 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 LI MIXED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONGTIE BY SI MPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS44 NLSAS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY Wl FBCR BTH 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 (92.91uf). 21. MAXIMUM STUD LOAD CAPACITY (SYP#2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPHB 160MPH/C 160MPH/D 26 STUD SPACING @ 16' O.C. @ 16" O.C. @ W O.C. 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH WCTICN R402.2.3 OF TFE FBC. 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVEDBY THE BUILDINGOFFICIAL. 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 TE FBCR SH EDITION (2017) REX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877. OR CSAB137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF UNE WITH EERY IO'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THI LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND IV WRTICALLIPER TABLE 2605.1 OF THE FBQR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEOULE 40). I SLLATED WITII W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM Y.' PVC (SCHEDULE 40). INSULATED WITH %-N AFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GVE A MAXIMUM FLOW OF 3 GPM EAh 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKET$ VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (20171 B. 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)F SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 2-STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURF.N 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 RAMEDWALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS INHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTLA c926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR 6TH EDITION (2017} ALL STIPDKM3PUCATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KID(-OJTDETAiLS - 'L"FLASHING - HORIZONTAL LATH AND PA =P DETAILS - PIPE PENETRATION! DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER ETD DETAI LS - WINDOW CASING DETAILS - STUCCO 10 SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-CID63 - I IA AND R703 OF THE FBCR 6TH EDITOR (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N(178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM4G1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE 1RAN 71N (171 MM) 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 THSBM.UILDING W TH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE ItFORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICESARE NOT APART OF AS DESIGN GROINS SERVICES FOR THS PROJECT. 2. IT IS UNDERSTOODAND AGREED THAT AS DESIGN GROUPS SCOPE OF SERM CESDOESNOT INCLUDE PROJECTOBSERVATKON Oft REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CCNSTRUCTCN PHASE SERVICES, AND THAT SUC9HSERYICESWLLBE PROYM BY THE BIDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVAPOR CONTROL DATE. 01/01/18 A R C H I T E C T S 4Design GrouI na. J.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 01111111111 �e�000r SUBDIV. & LAT: OAKLAND LAKE (LOT 18) MODEL. 1452 XX%00- 00 PEtOJECT�i: 02784.000 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF F LOM 94R 3 Sd • 1 4"=1'-0" SIMET Vo r \8� SECURM STRAP TO GONG. W/ (2) 3/16'x2' TAPCONS I SIMF'SON WB ROLL STRAP OR EQUAL 3 1/2 1"R r.— "SECURE STRAP GONG SLAB t0 UNIT W/ (2) °8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL CLEAN-M 4' 4' 2 'VTR 4 I i;Z� I, 1 - 2 V 2 VTR I I SHWR I I I I 2 KITCHEN 3' I SWCS 2 13 AUTO VENT '/T I 2 I 3, 2' WASH 2 ro 12'l YUB 2' 3' 31 3' WC LAY sr PLUMBING ISOMETRIC (SEWER) -v 3 1/2' CONC. SLAB 4 MA F— T — — — — — 29'-3" gym'-®' FIN. BL5v. PIN. GONG. SLAB 3 14' CONC, REINFOWED D r W/ VW-UL4 x WIA ON b-MIL POLY ETNYLE* YAPOR BARRIER ON DELL -COMPACTED v CCLEAN FILL PAN se —I ILI / i DI ii iiD1 3/4'°--' ��pr� �.AI��{ _ Rom_--• uc CONDENSATE M zzaaa LINE... W. - -...� azz=zz II :zzzaz C`l PAVER&r 9 24'x24'xl2' `'' CONC. FTC. W/ (3)'5 REBARS EA. WAY ON CHAIRS MIN. 3' COVER (2-TYP) v PAYER 8 EDGE LINE DI DI L — —-b 112' — — AM FOR ELEC. r ISLAND I / SLAW In' W/c t- N LJ�-�/ IrL)14 9.a � L —DI -6' RECESS SLAB FOR ■ ■ ■ PAVERS II 3-4 _41"41-01 4 FOUNDATION PLAN SCALE: 1/4 • I'-0' ELEVATION 'B' 4� 9,_0„ 6 24'x24'xl2' GONG. FTG. W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' [COVER (2-TYP) J� IN A R C H I T E C T S oru ou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �m�omeag SUSDIV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00- 00 PROJECT4: 02784.000 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA t5/2/18 SCAM: 1/4"=1' - 0" SHEET 1 OF 8 24'-S' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 281-/_ II 30'-4° ■ 311-4n art'-211 ■ ■ ■ 0 ttl ' , N n1 � N 0 ■ S , N m m 0 ■ 0 w 1-431 , C4 r N N ■ 4 0 0 ' N Mal low ■ N 0 � Nmm _ e m m 0' 3' - 4" 1'-4' 101-0' I5'-6' DOWEL PLAN SCALE- 1/4 - I'-C' ELEVATION W A R C H IT E C T S LONGWODD,FL32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �ovvvvvo� SL78DIt:. 8� LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00- 00 PROJECT*: 02764.000 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA RAR 0 5 269E SHEET 2 OF 8 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA §: 0003325 L000vv0000� E j8 �M+R W E O C SVHDIV. ]LAKE' OAKLAND(LOT 1MODEL:145�00-PROJECT*: 02784. PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLOFV MAR J o- a : 3/2/18 BALE: 1/4"=1' - 0" SHEET 3 or 8 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A'=REF^GSY II_I INTkI A AA= I nAMA (I PA,LT) ®®®®�® %T Err ors^ '" ,- ® ® ,f`IJJ'Y.iJi,++�'�4. ®®0r ,:%J/ir.l ..:J.FJr�J' %J!✓,'J.oJ/./ ,:.1rlr%.:.✓,f/.++ji....1.,+.s'�;(J'!.':±J"d+r5.r.!.eltl'dr'...",. f® §^�.::.u"+.+'3.,- l',+fJ�''''�'i�•''�i'+1'��J'x>�"',i''J3�%'.�' 'J''i'Il`.�%i,.fi.:•ii'•irvJ.,+i``.`Y'.fx1"',"fr"`��-�#".r✓v*sr ®ri�Ii1 �.+>2i1ri/#JJ'�.+iJ.s'><.�tJ!{�i'✓f��f�iJ�J�y ALL= I nAr•19 (I MIA,PT) A- .9,rAPT II-1 INTFI P r: ®�® ®®® a'- ®/ ® -.- ®Rom M®®aM,IIt ®`%l iB`.aGJ #05titiAe%5+,+�)•i .FaN&4 +'4;+1 !' l,/1`©®� " ."iJ✓:ah'FJJi�tl �4�J :r�. l./ ...:'Jrl'.'ra5®®® m® A-PRFr AAr ulR" IeFrF4S nrx2Ra 1J_I WTFI S SAFK ndn5 (I.56IFfi 0EQ ATM° GR,�VITY OVERALL LINTEL LE TH 62'kb-&C sere-4R3 BRPI4-' elE O-aa b,622-m 26 -@ (TYPE OF LINTELI CM6 M aA ,• 149 3m 12 4349 54M 6's3 1567 3'-6' TO 4'-4• (AFECASTI 596 9C6> "PP 3966 4A6 5924 6904 4'-B' TO 4'-&' (FPaeAO}) 14%4 mmaw 920 ILO M ^Ell 2939 bW[ 3eb6 I" _3 '� �"•'. e59 166a Lamm EIP4 2649 Bn4 510m b•.9" TO SLAP (FRsa sT) 91@ A, n „I SO 535 912D 5048 1141 9440 1560 V.I. TV W. (PF&OAbri -191 q MM A AV A. EF • A • Tl' le'a* He* 2459 3llb 574D }299 5629 6 .8' TO l'-6' IPRd-ABTJ 669 446 999 1560 i259 BIi9 4031 9146 T'-}' TO 9' 9' fPfraCABTI 411 $'400L, )"tI \\ LINTEL SCHEDULEI MATERIALS I. F'c S' precast Imtel - 4000 pal 2. Fa prestressed lintel - 6000 pal 3. Grout per ASTM C416 re - 3000 p.1 w/ maximum 3/8 Inch aggregate 4 6 to II Inch slump 4. Concrete Masorry Units (CMU) per ASTM C80 w/minimum net area compressive strength • 900 Pst 5. Rabar par ASTM A615 grade 6O 6. F'rastresorg strand par ASTM A416 grade 270 low relaxation 1. Mortar per ASTM C210 typo M or S GENERAL NOTES I. Provide full mortar bed and Plead . clnt6. 2. Shore fllled nntele as required. 3. Installation of Irntel must comply with the architectural andlor structural documents. 4. U-Lintels are manufactured with 5 IRE' long notehes at the end& to accommodate vertical call reinforcing and grouting. 5. Rsfarence the CART-CRETE Load Deflection Graph brochure for Ilntal deflection information. 6. Bottom EsId added rabar to be located a the bottom or the lintel cavity. 1. -f/aV diameter wire stirrups are welded to the bottom stsel for mechanical anchorage. a. Cast-m-place concrete may be provided in Composite lintel In Iieu of concrete masonry unite. 9. Safe load rating based on rational dealgn analySTS per ACI 315 and ACI 530 10. The exterior surface of Ilntais Installed in exterior concrete masonry walls &hall have a coating of stucco applied In accordance with A67M C-2% or other approved coating. 11. Lintels loaded slmultaneously with. vertical (gravity or uplTFt) and horizontal (lateral) loads should be checked For the combined loading with the Following equation: ARII Vartacal load. Applied horizontal load S 1.0 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additiondal reinforcecom rsts masonry above the Ilntal. See data ll at right: s. SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE R' 'LR TYP (2) B REBAR R R GR40 or GI -LOAD TABLE NOTES 1. All val'T Pn minimum 4 Inch :xceptlon: 1. For composite lintel heights not shown, use safe nomillbl bearlhr� Safe load. for unfilled load From next lower height Shown. 1 % f In len Is Totals must be reduced b 20 I bear th y 9 g S. For lintaie Ran the not ehou»I use safe [cad c : 9 lase than 6 IRE inG1q. next longest Ian U7 shown ong 9 2. N.R -Not Rated -- T. All safe loads i unit* of condo linear n sl per as Roc 3. Safe loads are su loads. or I0. All safe loads based an eimplg supported on graded 0 grade 4. Safe loads basedon grade 40 or grade 60 field span. rebar. IL The number In the the pdrentheais indicates the 5, One Pl rebar may be substituted for two 5 rebar, percent reduction For grade 40 field added In B' Ilnti}t 24Hly raber. Example T-6' hotel type BF32-I15 safe a. The designer may evaluate concentrated load, gravity load - 6411(s- w! 15% reduction 647: from the safe load tables by calcuiatmg the (.95) = 5501 pip sisting maximum remoment and shear at d-away from re ms, or support. TYPE PE51GNATION F = FILLED WITH GROUT / U = UNFILLED (-OUANTITY OF a5 W5AR AT BE BOTTOM OF LINTEL CAVITY y- IF 1 :5F1e-15/1T1T `OJANTITY OF 5 FiI AT TOP NOMINAL HEIGHT N'DMINAL UADT44 q = Q2 LU Y a' U 4 Q Z c. rn - Z I-5/5'ACTUAL 9' NOMINAL WIDTH -5 FBAR AT TOP MIN. (1) REcz'D I-172' CLEAR 5 REBAR AT 50TTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIEa? 31r SAFE WORKING LATERAL LOADS (PLF) B' x a" LINTELS LMEL B2i5 LATERAL LOADS LM1EL tPl%: TPkal Teo B ve' PLAIN NMI BOLD 2'-b FYeuet M% 3%4 Y -W PrBFAet 1I*6 EBB 4'-a RK4Al 044 e14 4.1. Fkca4t 638 Q66 4-V PhAad am Tea 5"P Freda a" 055 5•-b Proust W 7105 6'4' Freuet 634 D64 PFar4et 62 Qd5 1. "1 PIao.t 5lo MT l'•6' Freaaet 446 Ml'-B' P ast 425 884 8'-V FYecAN 3B1 84 T'Sec«t 354 145 9-4- R.A 211 'X33 1'-1. Pre It S2 453 II'-4' Flood Iwo620 Ptia4l 54 549 C.-5' Psast I504 194' P'e aA 15 4d4 I4'-a P,e a Y9 391 M-B' F«treeeed NA. 341 5'-4' Preetr«lecl NA. 30? n'-4' Fhotlood'i NA 2G Programed NA, n6 20'-a P.'eAVeeaed NA. lA 1..4. A«tr«eed NA: 01 24•-a NR - test Rsawemdsd 1-1�'S L0 CONCRETE O. Box 771255 ER GARDEN, FL 34777 LLLL1TYIaS NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL [8/16-P-#UI/#Q No. OF ADDITIMAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY �- tool Ls,gth 4.1. 4 -2 4 4' 4'b' TO s,. GENERA'_ NOTES: CODES LI. FLORIOA BUILDING CODE RESIDENTIAL, 6T14 EDITION (2011), SECTIONS R4022 a R606 L", PLCRIDA ENIILDING CODE PRESIDENTIAL, 6TH EDITION (20,11), SECTIONS IEO1.2 02101_ IA. L3UILDING CODE RISQUIRPMENTS FOR REINFORCED CONCRETE TACT 318-08). I.<. AMERICAN SOCIETY OF CIVIL ENGMEER9 MINIML91 DESIGN LOADS POP BUILDINGS AND OTHER STRUCTURE5 (A5CE 1-10). G. CGNGREFII 2-' CONC-�.SIEETE CoMFTESSIVE STRENGTH AT 28 DATS: 2.1.1. PRE -CAST W/STANDARD IRIFMFORCE7IENT-4000 PSI 2.13, PRE -CAST W/PRESTRESS RE4N11FORCHDIENT-6000 P51 2.1.3. GROUT PER ASTM C416 - 30M P51 W/ MAX. 3/8" AGElREGATE, 5' TO 11' SLUMP. a2. REINFORCING BARS: 211- STEEL PLACED IN MRFCAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 32.2. ST€ELM LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM AUI5 (GRADE 40). 23. F'RE+b}RE55ED 5TRa2•IDS ASTM A416 I-WRE, STRESS RELIEVED 210 K51 7.4. DETAIL REINFORCEMENT IN A=ORDAN= QBTH 4C1 315. _ Plc.« Pr«4« Pe m F..A Praaen Precast Poc"t Prx3M Feast BATE LATERAL LOADS (PLF) ImDOOR 8' Dom HEADER 4ADIR PLAIN SCUD Im 2a11 W wn Sal ESI IN M bes 8(d See Bin 504 %4 4n 91 356 664 2" so TABLE No, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) , 8" % 8" LINTELS LMEL LFNAN CLEAR SPAN LNTEL TYPE LINTEL STEEL UNFLLED GRAVITY CAPACEr (17N. Reno GR4YITT CAPACITY (IJ=A (lm UFLR CAPACITY 175E (II&I UPLIFT CAPACITY RINSE (gnu a01ft3H CAR TOPPAR GRAVITY CAPACITY 2'-IV III PRECAST )4 ()R 4248 'loom Toms 051S 10" 3'-6' 2.2' PRECAST G)I all 2415 301 W31 PBS 4S5 4'-a 2' -a CAST l3)R G)R ❑D 2111 21T 3366 9306 W-V 3•r FiRrIat (2)R MR U43 2165 365 SWO 2608 ALL 3••4" PRYCA6r G)R M1 Me gal Sell 20 1411 5 -4' 4-0' PaCAST 019 (2)R Im YbT SET hob OF VA10i 4b' PRECAST (2)9 (2)1 06e 1423 1423 410 I60 a•4' 54' PRECAST fal4 (2)R IV Qai 1283 Iffi 405 b.b' S-Y PRECAST G)4 (2J1 70 232 1232 me Die bb' SJ' PRECAST 014 GIR bw 1184 UP It91 1295 6-2' PRECAST a)4 01 610 99 9Y 65 ICO2 I mes• V-4- PRECAST n) 4 01 am sle 559 184 1- 8.9 W.B. PffCABT 0)4 (Y) 5a 9a2 902 M SOP 8•4 TO PRECAST (2)4 (2)R 4BB BR 051 618 SET T-4' &.4' ITSCAST G)4 (2)R 416 INS 126 AM 790 19b' Y-Y' T (7)st (2/R 394 6a ESQ 3B0 610 9-4' b-0' PRECAST (2)5 Ms 35 EST Sbl an San I=1-0' Ia-6' PRECAST G)5 G)5 212 526 58 2n MI 7-6' 9-2' PRECAST (2)5 (2)C 111 410 410 2M 50 Wmv trip PRECAST n) 5 G19 25D 456 488 24 44a 14'-0' IR,4. PRECAST lay (2) 9 299 40 430 W M 144. 191-4' PRESTRESSED (2)N n)R NR 40 413 as 446 0-4- 14.0' PRESTRESSED l21tl !2)R NR. 919 379 TO -0P/1 V-4' 16'-0 PfEWF&UED G)N (2)R AR XB 260 10 3" 1B'PE61tEE6ED (2) 5 (V 5 NR 224 224 IN 264 Remo' 1B-e' FfE81 66ED (2)9 (2)4 R a01 Sol We 23I V-4' 121 1 PREt"tNE GO IS (2)9 I ft Im ni 10I 20B V-a 20-8' ED 9 (219 Im W4 i64 LO Pk 14'-0' 7a •a PPESiRi88ED T G)5 a/s NR W a2 86 W3 TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6' X 15" COMPOSITE LINTELS LNEL Lom CUM SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (On (Im GRAVTT CAPACITY (IPA riml BPLFT CAPACITY fi)5L W5O UPLFT CAPACITY (Im asI FiDTTd1MR RAF EAR ()RE 1 n) V 1000I m low 3'•6' 214' PRKAST GIR G)R Wane 15139 4'-0' 21b' i GIR G)R 461 3211 _- 3211 M4 MM II 4'b' 3'-S` PRECAST nIR 21 561O 916t &Sv 659E 109mm 4'S' 3'-4'. T n,R - S414 6049 IMma 54' 4•-0 PRECAST MIS 4A" 6431 4421 7047 -b' 4'-&. PRECAST 9 9 Sob m0 S430 6-4- S-a PRECAST n14 G)R 4 41V HIS 441' b.,. 5.2' PRECAST R/4 (2)R 3Yf4 280 4B. b-W 54 PRCAst G/4 a)R 3 3t13 2653 39�9 14. 6.2' FMCA57 n 0) R 251 111 W60 1 bJ' FRECAST / 2)R 21% Im 2931 8-0 60 PRECAST I4 a)4 - 25a n64 210E BJ' 1-C PRECAST DOM (LR - 2395 Illoo 2506 V-4- S-C PRECAST Gl44 f )R a6a 1969 238 2955 10'4' 91' 1 n!4 (2)R S41 e 95 A V la-V PRECAST a's 2)9 We Its E a la B' PR£141,1 a)9 G19 D35 691 an Q-6' 11'-T PRECAST am Y. I2/1 634 r(90 Q-W I2�-0 Rail n)5 (2)9 1144 5AB 1129 Wt0' I243' PRECAST (2)5 (t)9 M6 4B6 WIY W'49' 8-4' BED G1 -4 (115 lag 419 45T 9 14 PRa7REI G14 (2JR QR 129 411 03 n.4' 1 SM 993 2 641 9J ID' -a F1E51RES6EpE97REB9BD (R)9 (2)9101 Tell 2W BD 2e-0• IS`r 6TRESSEP G)5 (2!9 T29 W 419 21'-4' 1 20-0' PRESTRESSEDG15 (U5 ?2'-a 2 -B' IS IBIS 24'-0' 22'-8' FisSiFEBeED G)9 (2 9 01 451 161 33m TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGiN CLEAR SPAN LII TYPE LMEL 8TFM G 107 DAPACVT (02%(11% GRAVITY ON-45" (I75L(1150 run CAPACITY Im (I U. {PLFl CAPACITY (ALUM Scroll EAR OF EAR a 3-W 2.-r CAB l221 evt 76 6 law low loom 40 2-V PRECAST G)R e2)R Sb3 bae0 low 1wO 4.6' 9-2' F CAST (1R (V 414E Iwo 041 ICOM d-V S.A. PRS148t IV (SIR mw Woo 11150 lebmm 54S 4-0' CAST 92t (3/R 6239 100@@ 8136 Im£3m0 5-1' 4'1' PRECAST ME, (U'2 Ba16 8b9 46b1 8244 64' S'-b RECAST 2)4 2 6T52 b82 3B6t ll2 CAST (2)4 (LIRE 42Bm 3645 aged 6'b 5'J PRECAST (2)4 R Sa6 3 TIN 1.6' 6'•2 F1EC48 (2)4 Q 632 26% d509 7'-5' 6'.,, PRECAST (2)4 0912 4093 4e99 250% 4202 e'-0' 6'-9' FPECABT (2)N (1)4 3W 3T9m 2 389 B•-4' l'-a ERECAAT M4 () --wo 3620 2018 3561 9'J' 8'-0' PRECAST (2 4 2154 2T34 61 283B Im'-v 9'-2 FIEC T (2)4 2 R MI 22n J 22M 11'-4' -a C G15 (21 M4 FYa4 bat YOm9 R'-0' W'-' RECANT 2) Y n19 ITS, 90 IRe 12'-v II'-2. FF£CAST G15 () e61 1661 Ee tol 13-4' G -0' PRECAST G () 9 E01 @1 1D M4 14-@ 43' McPaT (2)5 ( 1399 D99 636 IAG 14-8' G4' P#Bt A GJR 1633 M3 Set 1 7 5 -4' M-a F9EBT,�SBEU G)tl 2 1144 1T24 536 bae n-4' e'-0' (14 (2IR 133@ 20 AD 824 19.4' a -a PfEsiRECE49 'GI all 133 AM 659 Same' b-F f2/5 G19 9l9 919 9 65 21-0' Sa-O' PfE81RE9BLD (I5 za 219 64m SS' -a 2a-3' HNWTfEa6Ep (2/5 (S W lei l 501 2A•m 2a'-B IRIS Sea an TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8• X 24" COMPOSITE LINTELS LNTN_ LENSTH GEAR BPA+1 LMEL TYPE LINTL BIEEL GRAV7 CAPACITY fm15L fU9U ORA`ATY CAPACITY (19L em W_FT CAPACITY (metm LPLrr CAPACITY (69L,ilm 01TicH GAR TO,=BAR R- b 2 LAD6,m tam - PRECAST CDs W1 $361 wo, IwO law I¢W00 A4. 2-a' PRECAST (D4 (2)rz 6199 Imm moo, Tom, 4'b' 3-i' PRECAST (L4 (2) 5014 b0ID0 Im m low 4b' 3'-4' PRECA6i (LR l2)R 4653 6°3:e® '- 9629 Dom 5J' 4-C PRECAST (U9 1219 108 we Tom Imm0 5-b" 4.6- PRECAST (2/9 l2)9 6231 Woo® 51% IOmee 6.1. S-O CST n 4 (LIRE 8 E0m®5460 6' 5-Y' T (21% f21R I No 0919 1. -8' 5'-4' (D4 (2)R W1 I 0,20 1-6' T (2)4 (2JR 62 645 M 6411 1'-0' '-1. CAS1 )4 (U R W4 61" 0' ' 6.4. CAB G14 a smil 2 See - T-o' PRECABr n)4 G)R 31 4W 1 b3o 9'1' O-a PREC46T (D4 (/R 3T26 3126 P22 3e9e 1 9'-2. PAECASi (214 (2)4 2931 2%11 No WS II a'-0' PRECSr a) lb (2)9 Y553 2553 Ql9 2604 i4 W'-B' r5E t (2)IS Ms 23m5 2uz n3 Y291 1N2' PRECAST (2)9 ft/9 2147 2N1 bet 2055 D'•1' Q-V T (S)5 fY/9 1926 1SI6 oal ,BSI N'•a Q-I' T Me 59 n10 161 M D4' 8 (V-4 2345 3 653 5' -a PRE. 02 % G) aD6 236 596 A n N'-0' PRESS (2)4 (2)R 1650 16 464 916 i' b-a FREE (7/5 (2)R Do 1310 3 T 5 %'-0' b-0' PRE6 Me IV 215 I215 34 6B6 %'-a PREO (/5 (2JR b6 bb2 6a 1. 22-0' �'b' PREO (219 (2J9 934 565 13': !1 PREB (N5 w W4 a 413 .TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28" COMPOSITE LINTELS LINTEL LE'NGIH SPAN CLEAR*FF,ze1aTTTT LINTEL LINTEL STEEL GRAVITY CAPACITY (015L om GR4VRY CAPACITY 3s. fFSu UPLIFT CAPKAtt on- (1?% SRPt CAPACITY (151 (2114U miTn, GAR TOP EAR. 2 e Imm law I 3 b' I.-,. PRECAST a; low mm sees Ma¢a 4-a 2 0ase (2)R n)R 110 bdem low 4.6 3 Y (2)R (2)R bear ISOdo loom Iwo 9 4 G)R (2)R Sees Imm5.4' 4' M o f) R W;R 69Kb 10' 4-V G) f2) rea woo SeesB 4- SO f) G) R Im woo 6646 -6' 9.2' (2) 4 (3J 2 low bode 539 1�d 6 -V 54. CST IV N (2) R %38 =0 Sow W00b YES 6.2' T 4T-4 (2)R 1416 3%l Bats 169 l'-B 6.4' IV 4 (2)1 9E8 3642 INS 6-0 6 a RE i (V 4 MA 64a 3326 66 1 0-4' -0' P�CA87 (04 G)R 6533 6 T-0 SO P,PefdO, G)4 (2)4 461 Sae6 7355 4148 lamb' 9'-Y ,QECAST (214 (2)1 3526 3S" low 3663 II.4' b-0' 215 G19 329 1521 3a1B 12 -0' b'-N ;, 5 2% Y B 2103 W-W A-P M CAST ',5 G)9 MO V 2 me PFFCAST fay 9 2416 2416 1049 2168 14-e' Q•6' r$C45T fU5 91 6 bib 931 ISd1 14-8' D-4' i91F¢'aB_D f3'•4 281I 38TI 136 tail -' b.0' (2)'4 MI6 36M. 663 aQ. 5 @ P&BTPEEtiED (2)-4 all2or3 3013 5e b13 ' ' 5 e' PRf911E%E f2)5 19 I 16a1 413 aD 2e•e' a-b' PfEBiPEe8E0 (2)9 G19 14% 3% 2I-4' 20,41 P�BTtESSE (Y)5 G)9 13� 663 62% YY -@' Stiff% (2) 5 (219 IYYY 92 9n 24-0 7a-D' In'.5 F@01RS39ED (2)9 (2)9 lob WI4 266 W STY TABLE NO. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 6" UNTELS LINTEL LEIGiN CLEAR SPAN LINTEL TYPE LMII STEEL PLAN GIUVITY CAPACITY GRAVITY CAICAPAGI (GIRTV5u (76L GRAVITY T (1 (17F) IPLFT (AY'ACHY DAL RIM IPLIFT CAVAcTT flim (am 90(TCm MR TOP BAR '.4' 1 r-P PREGBT 613 Q66 24W 1 4`-V 1 a'-B' PR.ECA T INS (2) 111 1426 9 11105 44' 1 3-2• PRECAST 1151 tae9 MR -' $'-4' PRECAST 12 Sea Cal roar M1 5•-4' 4'-0' PRECAST M WSm Q4 III/ 6-b' Ares' PRECAST ()4 511 an M%6 11-1. 5'-0' PRECABi 2/4 494 767 IP TS 052 eb' V-71 PRECA57 2 16 T9 in 13m 1'1' 111. PRECAST 2695 fis BBB 190 14 6-2' PRE Si r) 357 No 604 635 Kl 1'-a 6-4' PRECA6 U Is As %B b60 4% 641 V.V V.S. RECA i 711 353 Sao B% 489 i09 a-4' ,-0' PRECABr G R 331 Sol W 41 SID T !R 2Bb 49B 435 316 b-6' 9'- ' YLR 249 3E 3Tt Y36 11'•4-a i G 9 2E 345 33B b'- r ) 202 2N 202 ma 2'G 12'-6' I'-Y' FRECA9r 1 EW 249 243 Rl ?;e 131-4' G-@' FRECAOi al rda lea De MS 14'4' 12'-B' CABi pl Ye EO KI b3 51 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) e' X 6" RECESS DOOR HEADER LIMIFL EOTW GTE n SPAN LMEL TYPE LMEL STEEL IK I GPANTY CAPACITY DRAM CAPACITY (MUSAW GRayur CAPACtY (Imam IFiFr CAPACITY am(T�ED '2PLIPT CAPALITT rI75Lf21W EOIR3H CAR TOP EAti (21 13W 2 '-0' 2'. PRO T 1 (2)R I MV Is Ins hob E63 B63 -2. PRECAST I n (VV 1 1 MCI 520 r" nil (llR Sm 963 1IM 930 E96 Sea ' 18N E%'•8' IRIS 2 6% 846 W109-b. A'4 693 693 b%190-a GIN 38 me e 4 64T-0' (2)4 316 AO, 480 BIb G14 319 46 Ares 291 472 25. CON.. SE IN'G OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY, 3,1. DE61ON AND CONSTRUCTION SHALL OCINFORM TO THE SFECIFICATIOI OF THE NATIONAL CONCRETE MASCNRr ASSOCIATION AND ACI 530.05, 32, MN111UM MASONRY WIT SIRENGT44: FM 1500 PSI, 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 5' (W:'TH A MINIMUM ACCEPTABLE BEARI`Ke OR 4' PER FLORIDA BUILDING CODE RESIORNTIAL, 6TH EDITION (2017), SECTION R60'6.14 OR FLORIG'A BUILDING CODE RE51DEN1TIAL, 5TH EDITION (2014), SECTION 2104.15 1) 05 CMMNUOUS (1) /5 CONTIIAIDUS 51 KNOCKOUT BLOCK 'I6' 8"X18• KNOCKOUT BLOW 4e0 + PS _ 4.•, • 6+ •� �PS GROUT RAM IN MO) (PLACED IN REID) TOP SAFM- r ,s• �.A TOP BARS., '•-u�., SEE SCHEDULE SEE SCHEDULE ed 4 (1) 5 CONTINUOUS 6l" ^ (1) ,$ CONTINUOUS ''''• 713-SRRRUPS AT 4'-0* CC 73r STIRRUPS AT 4'-C- Cc m (TIED OR MELDED) (TEED OR WELDED) BOTTOM BAR BARS SEE SCHEDULE (PRECAST) SEE SCHEDULE 8/116-S-(,) #5/(1) #5 PRECAST e/16-S-0) B5/(1) Ns PRESTRESSED s!I' 3)4' TABLE N fi REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 32" COMPOSITE LINTELS LINTEL LE,41H CLEAR SPAN LMIPI TYPE LINTEL STEEL GRAVITY CAPAMIT VAL am GR4Vn1 CAPACITY (1151 Cm UPLP CAPACITY (VISE Mbu RUF( CARACM (IML f2m EME"GAR TOP G41 2-b i 07 (1R o mom 3-b 2.2 2JR Umo BCOo II -0' 2-V (2)R <L 9219 60@0 W600 I@@WD 426 91-2 1 R (21 6940 bAA'J lmmB 10009 3' l G)4 beCS Wood lo@ 6.4' '. T 015 n1 R 1.) (7) l9 Ir90 6 -10' '-6' T G15 B643 1816 Im0o0 6.4' 3'-V T (2)N Imnmm low 652 ow, 6b' 5'-2' RECAST (2)4 (21 IFam00 10900 w55 Sees 6-B' S-4' PRECAST (2)N G)R 1mE00 1m@me Sall Ipom 7.6' 6-Y' T ( 14 7-) BI 1 1 a b i• PRECAST (V Y (11 a Iwo 44a N I B-m' s11 G114 (2) Va6. 1 WE 7121 e.4. 1-m' PRECAST f2Jtl (a)4 6114 Tam, B)% 1m6m 9'-4' B-1. PRECAST fll4 GIR 5293 69B3 Y721 %ml b-6' 9 2' PRECAST fS14 f11R 4086 W43 te94 4248 -4' 10 -0' (2J5 LEIS R21 fE 355 -0 10-81 . G) 5 (21 % 91 it G49 3Tb 12-6' ll-2' PRECAST fD5 12 412 I 7aY4 a-4' Ir-0' PRECAST Ms (119 2996 29% QIB 2516 limo' 1S b' FRRU4T (Vs G,9- SVt 213. W&5 SM0 M'-B' 5'-4'- n 4- 19'•4' 14-0' 16 a 6 PRE6TREBOFD PrE61RE6fbn PRE611E.4BED (2) 4 32 1 32N tA9 M&4 (2/4 n)a cvR 290 9 603 592 31 W59 3Y-4 W-0' , 3 Da 426 844 io •R' 9-B' PRE81F£13AkD Cut (2)5 G19 WPa M las 71-d' td•0' PRE9TTE.°AFD G15 G19 HIS Ml3 34 6T 2r-0' Ulu 9 ]5 Gl 27 649 H-0' RE5TfE5%D G)9 [219 1141 114 214 D4: TAAL€ N 8 REINFORCING, SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X. 14" COMPOSITE LINTELS LMEL iN 0.EM SPAN LNTEL TTFE LINTEL STEEL GPAVGY CAPACITr (O Oml D MTTY CAPACITY' (ns IlA4 W`UFTZ43 CAPACITY (151ft98 uPLFT CAPACITr (MSC aft 51 BAR ipFaOR I CAST (VT a'-9' T (2)R (2)R bSO b90 2'.8' CASs (2)4 %51 lmmma 1410 4dD® ' -4'- 5'4' 3.2 34 4-0' CAST PECAT Ph:CAST (VIE GIs : MIS (Y (2/ - fUR 2741 19 all 1021 6231 4411 561E DSO 3" 20 1216 4aw, '-4' 9 flECAST f 4 3038 3038 2539 MIS5 6'-6' 504 LAST n14 2851 22" 3048 P-4' BT ZIZ 90 2198 2269 Ross 14 TY. 6'-2' PFECABt a)-4 a) -4 G) 2193 2193 M21 2909 Tb 67J' RECAST (2)4 21mB zlmB 1645 a2M r CART RECAST f2)4 a)N ! 97 IONS 19 1 1499 1363 Also W S.A.T4' 9'-4 Y CAST M4 G!. 157 1511 I "11"41 '- ' 40A' PRECAST fRECA51 M n)9 5 2/ !II ]Mo labIDs'10(2) W 5 1pAN Sol r-0' PfnCADT () 5 W W(2) Ey 514f PA:U6T TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER UNEL iH cLEM SPN4 LMEL TYPE LINTEL BIEEL GRAVITY CAPADItr (iN%fm G194VITY CAPACITY (MONIu UPLFT CAP4C17 (175Lmm ISLPT CAPACITY III �eM iOPEAR B @ 9 _ 4'-0' 2'. CAST M4 ()R - 3B I 33 3YWB SM t 0 92% Ba59 6 38W - 645 609 5P.0 All WOOD 95bb 7216 b42 4'_2' '_ t 0A 0)R 3'-a P9ELABT NR I'll 'd' 3'J' R G)R Yd' 4'-4' PIEG6T G)5 G7 S-4' PREGaT lL4 ) 113B. 3138 2253 2B99 6'1' CAST tv 210E IBm9 2 1645 12 IIM n% 0'-B' 1'-4' RECAST (D4 2 B'--0' PRECAST f94 Ibl6 1496 914 6� 3k A R C H IT EC T S DWU n ro u I no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'Illllll'I �0000vvvvo� Btmnrv. Ede L6oT: OAKLAND LAKE (LOT 18) MODEL-6,s }) {� 1452 MOO- 00 PRO.TECT#: 02784.000 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FROFRDA 93DAfP�: .may 2�18 er �r/ : 1/4"=1'-0" SHEICT 8.1 or 8 A R C H I T E C T S SQ.FT. CALC.'S IST FLR. LIVING 1,452 SQ. FT. TOTAL LIVING ENTRY GARAGE LANAI 1,452 ig 393 80 SQ. FT. SQ. FT. SQ. FT. SQ. FT. T t L VOLUME LIVING 1 4 (ft3) 12,63E . T. 8Q. FT. EXTERIOR MASONRY WALL BRG. HEIC#HTS 8'_S� BRCa. •A• c- I \ NON -BRCS. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSUFIE FOR 3 SECOND GUSTS CALL # SOUARE WIN'/OR SIZE ZONE 160 MPH WIND FOOTAGE DESIGNATION WDlmN./M 1 112 161-01 1-0' 1132' 84' 5 26.09/ -44.03 OHX 2 20 3066 DR 36' we 4 30.64/ -30,64 3 11 25-514 38, 63, 4 3231/ -42.62 EGRESS 4 11 ETEMPS 38, 63, 4 32.31/ -42.62 5 42 5068 6GD 14' 80' 5 28.14/ -r7l0b 6 11 25-SH 38' 63, 4 3231/ -42.62 l 11 25-5H 38' 63, 4 3231/ -42.62 8 11 25-5H 38' 63, 5 30.64/ -51.18 EGRESS 9 Il 25-SH 36, 63' 5 30.64/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA50=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .I8 C. RISK C.4TF=GORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS E CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 15E MULTIPLIED BY 0.6 TO MEET THE ALLOWAE+LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEWITE TREATED SPRAY 6" 0" 2'-0" >MED a 16, O.C. CABINET SECTION L L 0 F w 301-011 10' -0" 11-011 ■— — — — — — — — — ■ LANAI I 5'-ro'xI0'-m' W-a' CLG. I @ c0 3'-7" 14'-2" 8'-10" 1 8 I 5 g I @ c0 I I 25 SH O O O HB I O ECsRESS 25-SH 25-SH 5068 SCsD ' w GIRT GREAT ROOM O 14'-O'xl9'-4' I DINING ■ 8'-a' CLCs. I 10'-0'x9'-0' ■ a' -a' CLG. _ OWNER'S SUITE I �' I a' a'CLG. — 16'-2" I 9'-0" I SHOWER HEAD V-8' AFF. I II10 N 0 ■ 10 N ■ g"U• m v 2 _g 52" '-4" 3'-6" 4'-8" 3'-22'-" 1'-10" 3'-2"3 1 i d) 0. BATH co PAD OUT WALL r x 3 0 a' -a' CLG. ° 12' AFF. C R/T----- @ i f -� _ ■ OPT — - a) m ION i W Ibi i REF. i------ i 3-SN N 2x8 N A/C — W.I.C. I� T--r v _ @ 8'-8' cLG. I i i I� `L' HOWER HEAD ■ v n v m 1i �I J ii ID K/I'C @ TUB ■ — — — — — IR-ISH O Y_6 8 8 CLG. = BATH 1 BEDROOM 3 10'-O'xll'-O' @ G [BOLLAIRD f 36'x22' 1 0� � ACCESS j `� e'-a' CLG. ■ r `° u; a (L r N • { -8" 3'-6" 4'-8" 5'-6" 3'-10" 1'-4" r G __ — 4 FOYER R/? 3-0 BF. to ■ 2—CAR GARAGE �� 24 I N -------- IR-16H @ 18'-0'x20'-0' ■ M ■ ■ _ _ M.T. a'-e' CLG. @ @ O 2 ENTRY m LECTRICAL PANEL ■ PAD -OUT -- -- 10 13'-2' I HB ■ N -' TRUCK BLocic I m BEDROOM 2 e GARAGE WALL !i I v 12'-0'x10'-0" . — I I I r 64CLG. 0 O 16'-0' X 1'-0' OHGD I L1— - ■■ ■----■ ■ ■■■ ■ICI■ ---------- 25-SH EGRESS 3 1'-8" 2'-4" 2'-4" 19'-4" 4'-8" 16'-0" 40'-0" F L 1R PLAN SCALE: 1/4 = 1'-0' ELEVATION 'E3' BM BM Des pign 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �'lll'lll'I EQ U SUHDIV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL 1452 XXX00— 00 PROJECT#: 02784.000 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APRP4 2©18 DATt: 4 /2 3 /18 ' SCAT :1/4"=1'-0"' SHEET 4 or 0 w w u w fy SQ.FT. CALC.'S IST FLR LIVING 1,452 S62. FT. TOTAL LIVING ENTRY GARAGE LANAI 1,452 19 3S3 8O $a FT. SQ FT. SGL F'T. Sa FT. TOTAL 1,944 SOL FT. COWPON@R AND CLADOM WND LOADS BASK WIND PXFOSUFEE FOR 3 SECOND QU818 WK/DR, SME CALL*SOUARE FOOTAGE DEWK/DR ZONE 180 W H WND WDTH FE W 1 112 161-01-01 192' 84' 5 26.05/ -44.03 oww 2 20 3068 OR 36' 80' 4 30.64/ -30b4 3 11 EGRESS v 63, 4 3231/ -42b2 4 11 Ems 381 63' 4 3231/ -42b2 5 42 5068 ow 141 80' 5 28.14/ -51DS 6 11 25-SH 38" 63, 4 32.31/ -42b2 1 11 25-SP 38' 63' 4 3231/ -42b2 8 11 2E�88 38' 63' 5 30.64/ -51.18 9 11 21-IW 36' 63' 5 30.64/ -51.I8 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD■124 MPH 5. INTERNAL PRESSURE COEI*ICENT-+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED, F5CR, 6TH ED. (2011) ALLOWS TI-ESE PRESSURES TO SE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFAC?LIRERS. NOTE: L PRIOR TO DRYWALL NOTALLAnON ON ALL PRA1 lNG MEMSERS 2'-01 FROM THE FNISN FLOOR WILL 5E SPRAYED AND TREATED W/'$ORATE' A TERMITE TREATED SPRAY 3 11 a 2i—�n 7I/�� /7I1 1 Do- TOP PLATE Q I m 2* WOD FAD . Fa' QQ CABINET SECTION GYI r r 0 ►TiMMIM 10'-0' Q ■.--------- _. LANAI 0 3'-1' 14'-2" 8'-I0" 1'-8" I 5 _9 I 0 ro r I I r EGRESS �/ O NB I 5 25-SN \ J 15.5F4 5068 5G0 ----- CIR/T (� GREAT ROOM I4'-0'xIS'-4' I DINING J ■ W-VCL& 101-01XV-0' ■ 61 i Fs' -a' a4L OWNER'S SUITE ® c' I `t S'-6' CLCs 9'-01 I Ili %143 SHOWER HEAD I I I�. i obi • 6'-8' AFF. I IIco ■ RfT — A I KITCHEN ■ in 2'-S" 1 53 20 4'-4' 3'-6" 4'-8' 5'-10° I 3'-2" 2'-8° I'-I0' i 3'-211 i11 0. BATH PAD oUT WALL t x 3 0 W-V CL& • 12' AFF. C R/T 0 7 - i OPT. � ,'�n iy � ■ 0 en u4 ai N Tf i I, I i i -rph i ici I i I l i I ti� i i 3-SH I N 2x8 u r Q, W.I.C..o 0 e _v CLr Ig I i i I i t i H=R HEAD ■ r V m -t ■ m - - - - - - J ii I C TO 6'-8'AFF. IR-1514 "- - N r( n,in1 2-8 6-8 BEDROOM 3 IO'-ONIV-0' 8 e• cl& e LAFV F 36"x2f -1;b SqATH1 ACCE g ■ �3 3'-i0' 1'-4' FOYER W-W a& R/T tl I rRA ri i 3-0 5F. NJ ■ 2—CAR GARAGE /op 2-6 N IR-ISH � 18'-O'x20'-0' ■ � ■ ■ w (�--M.T. e v ENTRY _ LECTRICAL y V-s' cL& ' > PANEL - ■ PAD-0UT ill NB I N TRUOK 510, I m BEDROOM 2 • GAS WALL d. � I O1 16'-01 x 1'-0' 0 1w ■..■..w EGI.E�i ■■---I ■■■ ■■■ — — — — — — — — — — — — — 25-SH O 16'-0" 1'-8" 2'-4" 2'-4" S'-01, IV-4" 4'-8' 16'-0" It 40'-0" FLOOR ]PLAN SCALE: 1/4 = 1'-0' ELEVATION 'a' 0 A R C H IT E C T S L""i n. KUNALu ncHu„Iv cLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 sysaxv att LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 X}Qx00-00 PROJECT*: 02784, 000 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA `J 3/2 18 }• rt-i File Cc,- 1�y'�� 8'-8' 5RCs. HGT ATTIC VENT CALLS MM OF ATTIC 1854 %n NET FREE VENTILATION AREA REQUIRED (1/300) Q21 SQ.Fl, REQUIRED VENTILATION AREA 6.21 x 144) 8g4.7 %9L 11IIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 9Q 1N OFF RIDGE VENTILATION AREA 115 %I8./VW SOFFIT VENT VENTILATION PER LF 11.74 RlK/IF TOTAL OF VENTS REQUIRED 38g TOTAL OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 471 not REQUIRED LF OF SOFFIT VENMATION 39 I LF PROVIDED LF OF SOFFIT VENTILATION I 187 LF SHUTTER o6-8' 5RCs. HGT. 1 I.� I.I I.I I.I I.I I•I I•I I.I II — II I•I (•) I.I IN I•I I•I I•I I.I I.) I.I I•I 1(.I I.I m wo --- 1 I� al=—ilml • 0'-O'FIN. FLR.,-j, " r MR WIM • r (Typ) -- 0 FONT ELEVATION SCALi=: 1/4 = 1'-0' 1=L5VATION '5' 12 5 S'-8' SR3. HGT. 5 OFF -RIDGE VENT 919 I®1 OFF -RIDGE VENT u �uu TEXTUFa'ED CMT10" �u� �COATM FER /ASTM G926) (TYP) -------------------- - — - REAR ]ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'B' OFF -RIDGE VENT 8'-8" BRCS. HGT. 6,-B' HDR HCxt. _- - -- - - — - - - - — - -- — - — - — - — - - - — - — - -TEXTLWI) CEMENTIOUS COATMG PER (ASiM C926) (TYP) i0 -------------- — - — - — - — - — - — - — - — - — - — - `9 - ----- ----- 0'-0' FIN. FLR,i - - 0'-0" FIN. FLR LEFT ELEVATION SCALE: 1/4 = P-O' ELEVATION 'B' 5 OFF -RIDGE VENT V-8' BRCS. HGT. 1'-0° -- -- — - — - — - - — - — - ----- ■ TEXTURED CEMENTIOUS Ll COATING PER (ASTM �m C926) (TYP) 0'-O' FIN. FLRj— ----- ----------------------------- ]RIGHT ELEVATION SCALE, 1/4 = 1'-0' ELEVATION 'B' 12 5 BRCS. "GT. I-ICst. OPEN ----I�_ FIN.FLR A R C H IT E C T S rnIIrr wivuvvvuu, rL au au PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �I IIII'll ��00000eaeo� E 8 E C MOM 8e LOT: OAKLAND LAKE (LOT 18) MODELe 1452 xXX00-00 PROJ'ECT#: 02784.000 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA I;ATE: 3/2 /18 SCALM: 1/4" =1' - 0" SHEET 5 OF g FRO Copy C O � 7 pE pr TOR S' C -IIr @s &i11 d $1 pid� T' p� Tlf E � q U 'IE CONTRO'_ DATE: 01-O'.-15 NUJ III✓ IIIMJ ILJ SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-a 1400 (1110d x 1 Irz' 1-PLY, (6) I66 2-P'-T, (JS,Fl (10) 106 X 1 In - NO I" OPTON) (2) META-16 585 ('2) HTA 16-a 3500 (10; I6d l x I In" HPLY, NSP-., 0)10d x 1 In.) nee IT,) Iad 2-PLY (USP, NO I66 OPTION) HETA-16 1310 HTA I6 1615 9)'PJd x I IR' I -FLY, (6/ Ad 2-PLY USp: (10110d x I In. 'No I66 OPTION Fc"A-2C IBIv HPA 20 1615 9) I06 '1 a. -F'_Y, B) I6d 2-PLY UOP: (10) 106 x I IR', NO I6d OPTION Of 2035 (2) HE,4.20 I, (2) HT4-20 3110 i lID) IOP[ x I Ia2, HpU6P. (10) IIDd x I In. - 02) I6d 3-PLY NSP: NO 16d OPTION) Z O LGT-2 21-0 LLGT-2 910 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (LISP: BLK (5) 1,4' WE, WOOD (16) 10d N DE7AL-20 240C NO USP CONVERSION FOR 51MPSON DETAL-20 r15) - led x 1 1/2, 1 PLY PUT 3W15 MUGT 4000 10 5/W AT.R IN HIGH 6TR5'16TH EPDXT (M'N W EMBED), (r) led TO WOOD lU6P: (20) ,Cvd TO WOOD, _ HGT-! I@430 HUGT-2 5365 (2) 3/4' A.T.R� N HIGH STRENGTH EPOM :MIN 12- EMMRO� ('.6J Imd TO WOOD (USP: WOOD (a) wd) _........._----- --....._-_.._.- WGT-3 10530 HJGia 3'0 95 _. !2) 3/4' AT.R. IN wGH STRENGTH -PDXY (MIN. @_'-MBF_'v), (16? IOd TOWOOD (45P. WOOD f9119.a: L073-6D52.6 3255 LUGT-5 5$30 (121 5D5 1/4'x2 In' TO GIRDER (4) 3/W x 6" TITEN HD TO WALL lUSP. CONC. (4) 3/e- X 6' WEDGE BOLT, WOOD, (12) W626) - L7A2 120, P41RA.LE_ -0 WAL 1426 TO WAL_ LPTA ISMS (10) 10d x 1-112" (USP (10) led x 112" VGT 4940 NO USP CONVERSION FOR 51MP50N VGT ON 5/e' ATR IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (ICJ-SD6 1/4"X3" TO WOOD (2) VGT 1155 NO U5P GDNvER610N EDR SIMPSOIN I'2) VGT) i2) 5/W At.R IN HIGH STRENGTH EPDXY (;MIN. I2" EM15ED), I32?-5D5 1'4'X3' / 1 P'-Y MTS-12 1000 M1W 12 11 1141 i0d x I .R' (LISF: (14) IOd x 1 V2', 04) ICIdJ H75-I6 1160 HTW 16 I660 116) led x 1 VP (USP. (16) IOd x 1 1/21, 006 Od1 HT5-2ID 1450 HTW 20 2045 (-) Md x I IR' (1,191=, (24) IPd x 1 IR', a02 mod) H75-24 1450 -- _ Hm 24 2015 ('14) II x I V2' 0.15P, (24) led x III (20) bd) LSTA-12 925 LSfA 12 ale (10) led U6P: ow 106 LST4-IB .- 1235 LSTA 16 1360 (I4J IOd U6p. (14110d 154-I9 « IHI'i M9fA-I6 1315 04110d U61-(14)led -A 24�-I61m - -- MOTA-24 1150 (10) led USP: (IB) led '4-3C .• 2050 _- META 30 2140 (YJ I6d USP: (22) led < MBi A-36 .- 2050 META-36 2t25 12&) I11 U5P: n6) led I- MS7I-56 3 = K571 236 30SO ! 96) led x I In, U6P: l36) 10d x 1 a. V) M&M-45 5065 K751 246 4250 /,+s) 10d x I I.'2' U5P: l49) led x 11R' 46 950 LFTA 6 15SB IS) $4 TO PLATES, (8) bd TO 8TUD5 .'ILSP: (16i 5d x 11/�•, ❑613d1 51=4 585 5FT 4 e45 ( b) led x. 1 In. TO STUDS U6P. (6) 106 x 1 IR' TO 5TUD5 A34 395 MP 34 410 (4) 5d x I IR" TO BEAM, (4) ad x I In' TO FOST USP: (4) ad X I In tO BEAM, (4) 56 x i V2' TO POST. HOP2 645 HTcP 2 1010 (YJ) led x I VY U5P, 00) I@d x I I/T TO 71RU56, 00? 10d X IVY TO PLATE HIOA D40 RT I6A 21a5 (I6) led x 1 In. U51-: (W led x I In' TO TR)55, (5) Old X I IR' TO PLATE VGT 4 HCU4 4965 PHD 4A 4535 (16)-5D5 1/4'x3' TO WOCD, i IV-6D5 I1H;O IR' Wd tHREADED ROD, (21 NU75/WASHEP✓2 PLY 4J6P, 5/6' ATR MINL 1' EMBED SET :N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS 1G' [ Hc115 4940 TDX 10 5110 0b)-6D6 1/4'x3' TO WOOD (31314" STUD BOLTG IN tHREADED ROD. `2? NUTS/WA54ER/2PLY P. 1/3" ATR MIN. I" EMBED GET IN HIGH STRENGTH EPDXY, (4) 1)0' THR1-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (P 5/5' AT.R IN HIGH STRF^r H4 EPDXY, (MN. T" EMBEl N GONG, (12) lad t0 WOOD USP. SAME 45 51MP$CN AEU 66 23001 1200'® FAIL 66 2535 13515 (I/ 5/W ATR IN HIGH 57RENGTH EPDXY, (MN. 1" FEME ll N GONG, 02n6d TO WOl US, SAME 45 51MPSON (n LTTI9 .. 1340 LTO IS 1205 (1, 3/4' A.T.R. N HIGH STRENGTH EPDXT, (MIN. I' EMBED.) IN GONG, (00d TO WOOD USP, 5AME AS 56"pSON 0 LTT20B ... BOO L-6 200 1[Od A I/2' 4' A IN HIGH STRENGTH EPDXY, HI HTIN. T' GTHED.1 IN CONIC, d, 00) al WOOD AP: 3/4' AlR MIN T' EMBED 9ET IN HIGH STRENGTH EPDXY, :'10) 19d, (ICl bd x I = U z Q NTT4 4455 Htt45 4465 (I) 5/b' At.R IN HIGH STRENGTH EpOxY MIN. 1- EMBED,) IN GONG, 0a) SD40 X I In- (U5P. (20) *6 x 2-IR7 USP 446 MORE NAIL OPTIONS: (20) 0d, (20) IOd x 1-IR', (2@)16d x 2 IR' HTiS 509@ FIiT40 5430 (I) 5)3' ATR IN HIGH STRENGTH EPDXY (MIN. I' EMMMD.) IN CONS, (26) I6d X 2 VY 5U z (20) I6d x 2. In AP HAIN MORE NAIL OPTIONS: (25)10d, (25) led x 1-IS,', (20) I66 x 2 1/2' HHDOII-5D5 25. 11510 UPHD II 12050 ('J F A.T.R IN HIGH 5�TH EPDXY, (MIN, 10" EMBED) IN CONC, (24) SD9 Y' .. 2K" ugOO SCFSILO NSA: (24) W53 WOOD SCI5MW6) HOIB 6645 FOX 10 5110 (1)1/8' AB. N HIGH 571RENG74 EPDXY, CMIM I- EMBED.) IN CONC, (313/4" 57UD BOLTS TO WOOD (U5P: (4) 7/5" 501-T51 N META 3S6/1125 3415 NFM35X12U 3165 1130 g P5CN. (U 3/4' ATR N HIGH STRENGTH EPDXY. (MN 6.75" FMEFDMFNT) IN CMU. TOP, 09 3/4' A-R N HIGH 5nZFlGiH EPDXY, MIN. 6.15' EMEEDMENi) IN GMAI. FACE, (163@d t0 BEAM U%aP' IN 1/2' J-BOLT a MNIMil M 6: EMBED. i NOT LI THAN 4' PROM EDGE CP CG C W/ 3/4' 014 ITW Cv MOLT SLEEVE A"CHOR OR Fa. Lv MIN. 5• = 1BCP DEPTH 1NETi II N THE FACE. (i-{. P.d .� JCI9T Hi U' =HUC20-2 HU6C412 (WOOD) 2633HU54121F 3060 2530 !F P) (10, I6d TO HEADE2 CC) 6d TO WOOD USR SAI•'£ -3 NMPSON 65�. HUC410 (GMU) ISO HD410 IF Ises 3I5 (Ia! 'Wx2-3/4' -1TEN (9 FERFLANGE; tCGMU, 10) ecl TO WOOD::USP. (10)1/4" x3' W53 SCREWS,(10) 106TO WOOD. (CMU) ISO HD210-21F i905 3.t5 f1a) 1/4' x 2 3/4' TITENI9 PERFLANG--E)TO CTU, CIO) IOd TC WOOD: (USP: (16) 14- x 3' 11.M3 SOREW6(10) 10d TO WOOD HUC210-3 (GMU) ISIO HD210-31F 11 315 fly) I/4' x 2-3/4' TITEN(9PERFLANGE)TO GMU 110110d TOWOOp: (USP: "B) 1/4 x 3' L63 5CREW5,(10)IOdTOWOOD LGUIM26-2-6DS 1430 NO HSF OONvF_FSION FOR SIMPSON L61JM26-2-305 14) 3/b' x 4' TITEN HD ANOHOR6 (2 PER FLANGE) TO CMU, (41 V4' X 2 V2" SDB F/�iW9 TO LLOOD HIOlH STRENG-16 FPDXM - 5:MFSON 'SET EPDXY -TIE'. CONTACT THE GRC:.:TECT•ENGINEER OF :CORD FOP WRI-TEN APPROV/.A PRIOR -0 5_=571%TING FOR SIMILAR EPDXY PRODUCTS OR USP - Cf4 APLE51`/E ANCHORNG SYOTEMB. . ^-;HERE 4N'CHOR EMBEDMENT Is GREATER THAN T' DEEP, THE VERTICAL CELL IN C.'lL. JttiL MUST BE PILED BOLD W/ GRCUi IOd GOM-ON N4IL8 CAN BE SUBSTITJTED WITH 1@d x I IR' NAILS IN GONJUNGTFON WI' 23. REDUCTIOf+ IN THE ALLOWABLE LOAD, WR'T7EN APPFZOVAL FROM'-E ARCHITECT IS RM2-;ZED FOR THIS APPLICA'ICN PPII TO N5TALL4ION. V) .. MINIMUM EMEELY'1ENT INTO THE TOP OH A E'"OfNDBEAM WILL E£ 5'. Mr,N_M EMBFDMENI INTO 1"HE FOUN[ =-ION WILL Ed 1' LIJ F- O A r.R - A-301 ALL THREAD ROD (SIZE PRO. ECIION I YE, LEIVIGIR ETC. `JARE5) Z 56G4U6E OF THE WIDE VARI£^' OF MA-_RIAL5, LOCATIONS, AND CONDO"I"•ON5 -LAN MAY AFFEc f GDNNEGI C'RB, THE :CY1iR:-C:OR MJBT BE RE ON615_E =OR M:.KING SUES 'HAT TH£ FROPER COR 510N P E; PION 15 U6ED. WHEN USING 5TA'NLESS 6TEEL CONNECTORS,'_ 5TAINLE5$ STEEL FASTENERS. WHEN U51NG ZMIAX / HDG GA-e4\ ZED CONNECTORS, U5E F4S'EPER6 GAL VANI D PER 45TM.A153 USE OF EXPANSION ANOHORS WILL BE SVA'W:ATED ON AN INDI'VI; UAL BASIS AND MUGT HAyE WRITTEN 41_ /AL FROM ?-E 4 H11=CT/ENGIrvEER CF REOORD FRIORr O JSE. ALL GONI4=G'uR 'JA_UFS n45ED ON SIMPSON "WOOD CONSIICNCTION CONIIECTOR6 C-2013' , 'HIGH WIND-F -5 St-Ni COVSTVCTION C-:dIGO, AND ANCHORING 4 FA6TE4:'NG SYSTEMS FOR CONCRETE 4 MASONRY CATALIX G-6A5-2Cl2. Ix12 (02 SYP) IIA6' CBS (TYPJ NAIL (3) 12d • 6'-S' OG. Tl 2z12 BM./HDR. ENTRY MINIMUM WALL AND +DEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO b'-0' TO g'-0' UN.O. W-II In' 71-11 112• AND UP NUMMR of WaAVER STUDS SUPPORTINCn ENP OF HEADER I 2 3 NUMWR OF RILL LEWsTI4 STUDS 2 AT EA044 ENV OF WEADER 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 P14ASONRY/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. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL 5Rr. NEWTS ................................ 5W LOAD 5i3's. WALL NON-15%. WALL (2) META-ib O,Q, ]L?%,OOF FLAMING PLAN SCALE: 1/4 • P-C' ELEVATION '8' C4 01A (2) META-16 END SRAawj rL. '4' SHEET 04 A R C H I T E C T S Design Grout Ino, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA 111: 0003325 r-� 000vv0000� oxml3IV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJ=CT#: 02784, 000 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF El ORIDA r' T C1, 206 ATE: "03./2/18 CALL: 1/4" =1' - 011 SHEET 6 OF g Fate Copy LEGEK) FSYM50LELIECTRICAL DEFINITION NOTES J 110V DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110VSWITCHED small 1NA1F611 aEp DUPLEX RECEPTACLE 110V GFI DUPLEX Ea AFFM W GRDIAID FAULT C- FI RECEPTABLE IINIE�k'tER TYPE) R 11ESIBTANT 220V RECEPTACLE 411NRE CON SCTION IIUi9V DUPLEx EM PPEP uv GROUND FAULT ,N�-�t� T, RECEPTACLE nNTE1a�TER tuEaTl4 ax 1'R70F) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.� LIGHT FIXTURE- }. CEILING MOUNT LIGHT FIXTURE - RECESSED y. LIGHT FIXTURE - RANGING LIGHT FIXTURE - CEILING MOUNT LED LICIT FIXTURE - PULL CHAIN L04T FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF kj( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL © PANEL Ran METER SD SMOKE Batt. W "RPMaACK-W 1 DETECTOR Nmw-o*e= CARBON MONOXIDE aATT. OACK-w 0V gAWOF E ® DETECTOR rt mw—*#w D CEILM WX FEMME) TO 8E J O J-BOX BIUPPORW IN ACCORDANCE 6v 1'AX FL414WS SUcA FM NGPEC1 NN FLOOD LIGHT DG DOOR CHIMES TV TELEVISfON JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1462 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER m (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100X 10000 REMAINDER OF GENERAL LOAD ® 40X= 35,802 VA z .4) 14241 TOTAL NET GENERAL LOAD 24241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA z (85X) 3250 NET GENERAL LOAD 24241 NET TOTAL HEAT 10.*0 TOTAL LOADI UAll CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE iRMbF01197ER E,444 telkVA VOLTAGE. 1620A,UM-240140 V V lERAM, BNGLE F944EE TrftAVAILABLE NITt,4L'6 tCM= AT OECGNDART 0=1 (00440 VOLTS) MAX" FAULT G1R11W MW s" dERVfm BY OTHM (9) • 1 Tra+Nir++11rwi COPPE]Q CCNDUC70R6, (U • 6 TI6M/M1 VN COPIER GROUND IN 2" CONOW. Nou 3R 200 AMP 6=40 ceMeC vOLt 42 oiscoNwxt M AND PETER GRGU�B CAN MLA 200 AMR F'FIGNE /DATA- ,AL�d'RJ6� 200 AMP ELEGTRIGAL RISER ELEGTRIGAL MATERAL6 AND NBTALLATIGNG &-I" CCMP'LY LLV AF79LI0ABLE "WADI" OF TFE NATIONN. M EC. CODE, LOCAL CODER. AND " LOCAL Foam CO. COACH LIGHT CABLE i Tv LLEATFRR I�IEOOF BOX ELECTRICAL PLAN SCALi=: 114 = 1'-0' ELEVATfON '59 DED. 20 AMP OUTLET FOR M. WAVE A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroLip.com AA H: 0003325 r � �IIIIIIIII� �oovvv0000� st Bnly. & LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 xxxoo—oo PROJECT#: 02784,000 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHfTECT-. STATE OF FLORDA I**TE: 3/1 /18 SCALE: 1/4"=1'-0" SHEET 7 OF 8 File Cagy i Building permit 4 Owners Name Planning & Development Services Depwartment. Building & [legislations Division Product Review Affidavit Applicant: Product Modes Numbe. Opening Design Product Rated manufactorer Product Glass Tvpe Method of Attachment Pressures Oesi$n Pressure Approval Number Windows Scrioi 4700 +32,37/-42.62 +50/-6) DP Ply (icm FL140.39-1t2 Nttn4nipao ()no 3 16" FTW'i cstacosi yr iih Single Hung Flange sufficient length to achieve 1 I /4" 25-SH Egress minimum r:rtbodment. Required anchors: Head (2), ,lamb 1,,3) Each window, Windows Series 4700 a-32.37t42.62 50,,-60 DP Illy Gern I`1.14039-R2 leaon JmTort One 316" 1'1'W T'apecm with Sirsgle Hung Flange stsdrwicut.lcnLA w achieve l 1/4" 25-811. Egress mini."num embedment. Required Tl A4P anchors: Heats (2). ,lamb (3) Each veindow. Mullions Series 700 NIA +j- t:7p b'i:v (from 1115264.2 N,,A 3f16" IT W crows of Flange ;:t ilicivai length t0 acpieve alininlUm I=brEitnent of 1 114" titter L'[}SServte�`ttiati0it suhstarefr. Slid!ng GlaSS Ooors Sories 470() a 7 _ I. t?. 2 -54} t.)15 t'i} i to t.% l at?3 i.? ?vi il-td€t1.EiCf Fa" g il0 'it(A Oti3 it n{t3C tYtSt fiJ3eit3. j to achieve Is 2 _" sllirainlum r;tnbcdrueM. Required anGhofs: Heaad/Sltl 5 , Jamb (6) Each window. Swlaeg Type Doors ;.g,"s'H^t3 t30.64+-3t?,64 s670••67.0 i'hca°ma't"rct fj15491-10 NN,A 1ish1'I"alacon"1a".Min Frrbedmentl- w'iFliodtltiS Star V4%'Min Clearance t0 ed.lrr X, Min Fiberglass Clearance to adjacent anchor 4v, OR ELC O Tancon 1 4% Min Embedment t-tf4", kiln Clearance to edges 1", Min Claw.ance to adlacent anchor 4". Anc3srar S acing ferias 1 f3..ra" C} C,- Garage Doors 16.0 Model +2 i+?il!_3t.39 .:.36,'42 (;lopay 1IJ6546.4 N,,A Jamb to bltack on verticle jamb.'>'4"xl 73W6 „" resin embedded Tapcon, Max spacing of 7 ,/Pn and 1" OD steel washer retluired. Door to Jamb: 13 GA GALV. Sieal flag bracket atiaehed to jamb with (3) with (2) `Y4" rivets, 21/24 X 12 GA GALV. Steel brackens ai#aaehed to jamb with (1) 5'16" X 1 5/9" LAG screw par track bracket.. Hurricane Protection 24ga Steel N;+A +40,140 [sas rs WWI FI g 1964.2 N/A "Tapcon Anchors, SG Tapcons, or Panels Supply G" x %' All Points Solid -Set Anchors. Minimum embedment into conmta of t Y4" Roof Ventlla on 4' Standsird 'viA N,A Taniko FL5239 i R-1 VA `apply roof coment to site unt en;icle. Off Ridge bavk kind side; flangwys of the ridge Vent vent, Cement 4houid be 'A" thick and extend 2" onto, roof underlaymerst. Attached N"ent top tint] sine flanges to deer: with trails ,spaced V o.e. and 1 i!," frons each en & Al;'tertacnaning tl4rige to deck. nail and adhere IOosened shingles with tl a5hing "Isse'nt. Apply 'flashing cement to exposed nail tread: and whenever flange Cog s magi &bin le& Rooting Underlayment N/A N/A NiA Trinity Ertl} F1.1 S216.-R2 5::+A Fief l spacing max 12' O.C,. Staggered overlaps attached 5" O.C. with corrosion resistant fasteners with t" dla mpttrr plastic or oletral cap malts. Roofing Asphalt N/A VA N/A Tiunko i t.18355-R3 WA 6 nails per shingle. Standard type Shingles roofing nail, nail shanks should be 12 garage wire and minimum head of 3/8", Nags should penetrate deck completely and extend at least 1 e8" ast. t have reviewed the above components or cladding and i have approved their use in this strueture. These products provide adegUate rVAstanict to the wind loads and farces specified by current curie provisions. Design Prof. Cert. 1tt.._ Date l............................. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII L\000000000� E 8 E L 9uHn1:v: & LOT: OAKLAND LAKE (LOT 18) MODEL• 1452 XXX00— 00 PROJECT#: 02784.000 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 5 2,01t 1 n: 3/2/18� S AIM:1/4"=1'-0" sf3EET 0F 8 ... rub 1140 MR VERTICALLY (I) b RECAR V£RNCALLY W) CONE. (1) b REDAR VERTICALLY W( CONC. uV CONE. POUED CIE I (25' MN LAP) POURED CELL (76' MN LAP) POURt7? CELL (71P' MN LAP) STUDS 16' = MAX R-41 INSW_ MIN. R-41 NWL. MIN. B VI' •HEAP OF GARAGE _ TEXTURED OPMINTIOU) COATING - T'E)(IURED C0104TXUS COATING I VARMG WTH SLOPE Z L i B' CPw L!Z PER (ASTM OSS6) (TYP> PER la6TM O6Z61 /TYPJ SECURE DT. PLATE TO 6LAIS - g - Q - 6' cMu 8 crGl ITV kK91 ANCHOR COLT UV T' 7 „ r Ili' GYP. WL. CD. ,u 102, GYP. 41- CD. '� W484iC! 8ET N 81MPSON Nldi E STRB4GTH EPDXY 6' EMBED. '6 p BIRD HEI6HT VARIER re 0 uloaD RASE ? WOOD DACE __ , > n rI1N . ss oa Ax �-... SEY.UGE at. PLATE TO `_ e " SILK UV (u Wd MASONRY NAILS • SR' O.C. (MAX) 9 I/2' CONG, REM. W/ 6'x6' a ° WIAxWA YIIF OR PIDERMESH CN 3 W, CGNC. REM. w 6"a6' �S " e _ W.WNL6 UP OR FIDER'IE614 r SW 4 UL4 UYP OR M ISISM1 14 ON Y e 3 I//' cCF1C, NEW. IW i'x6' - 6-MIL POLY ETHYLENE VAPOR MRXISM ON 110"-COMPACTED - - .Q ON iH'lIL POLY ETHYLENE VMG1S 6ARtlER O4 zi i-MIL F'OI..Y ET'NYLETE VAPOI! � BARRIER ON "ELL -COMPACTED - MAXIMA UP OR PICER`1ESH � CLEAN TERhTITE TREATED ALL WELL-C.OMP4 TED CLEW Z tt T♦mISMNE TREATED TILL 0fi iq d' B' d' GLEAN Ti MIS TREATED FILL VV�IL E SELL-CCI'PACfED C1EM1 a W7' 11yEUU1 iV2' RECE06 L 4� I'-+' (7) b I'RRS.AR O4 GFlAIR6 .TI PfLL CING, REM. UV4' I 714' I,_m, 1 V7' RECESS RISM'IRE (3) b T ON n1A1R6M CAAIR LFP1691' �WIP POLY ST4YLSNE R b I�)iR ON CHAIRS 9 VI' CONE. GLADOR PAVP.RS PER (7) b 11COAR ON CHAIRS b S• 4' I]e ON W&L-ISA IP -COI'PA,CTED CLEAN CLD6 SPECS I'-4' T'EIIMITE 711EA1Ep FILL (21 b REd4R ON C 4M 1—STORY FOOTING LANAI/ENTRY GARAGE STEP—UP 1—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL 1B STEP—UP 1—STORY 3 1—STORY L.B.W. 4 AT GARAGE �1AT LB.W. (W/ NO —UPLIFT) SECURE SIT. PLATE TO SEO2IRE SUDS ax um j'xs' AAOHOe r UTALL EEYONP WALL DI•_T'OND TO CTM. PLATE COLT UV 2' WASHER SET N W) SIIPSON Sr-4 6MPSCN HIGN STR NS14 S)4 FOR a 321 OG. MAX EPDXY 6' EP'IEED. MIN. • PAVERS GE GARAPOOR M' CC MAX ! VP OGIC, IEPP. W 65i' O0R11FU 6-M POLYM VAPOR '+ " _® S IA' GOPIC, REM. W w C BARi 01151 00VACI® tl.SRtTMSIS vIEATEGPLL I _ - 6 3 V2' CONC, REM. W) *'xi' " a i,FIDERI'E6N ON6-MIL `. - _ _ _ WIAMWA WIIF OR FlDER"IESH CN 6-MIL POLY EUHYLI?!E VAPOR �e , MEW.SWAXIMAA UP OR P190111 SN CN POLY EUHYLPNE VAPOR 2 CARRIER G1JMAINMRNER PAVER ON LLELL-CAMPArr.T'ED �,ifi11L FIOI,.Y ETHYLENE VAPOR DARKER ON "ELL -COMPACTED YELL -COMPACTED CLEAN b IE2AM ON B' I'-®' GRAN TERMITE TREATED FILL L 8W 4AM4 WYP OR IRSE1ViESi CN CLEAN TENhITE TREATED PII-I. IFSi '^ +' CHAIRS DEYGT® 4' BARE POLY ETHYLENE PAC? L 1a� (1) I Q4 CHAIRS (U b REBAR ON CHAIRS EMEND POOTh4fa DAItltlER ON "ELL -COMPACTED S' (� 6' REGE00 IL7' IF PAVERS 1—STORY FOOTING GARAGE STEP—UP RAIDER PAVERO CLEAN TERMITE TREATED P" (u b RECAR ON "in '^ 12) b ICEEIAR ON C44M �AT LB.W. (W/ UPLIFT) , NON —BEARING 7 GARAGE DOOR FOOTING 6 AaE n',P� THICKEN EDGE 6cALE IAr.T r PAVER RECESS 9 A � ENTRY DOOR B' VARIES B' SEE MANE PRODUCT DETAIL6 S' 3' FOR REMIRED Sfn AND DEPn O' ANCS" PA! SAD. TRACK POURED LINTEL COOT: (TYPI t w VARIES PLOOR N CP7U FILLED CELL !MJFWGH it (I) b RECAR SET IN SIMPSON WM7X WA1 FRAMN6 1"SMIR STRENGtH EPDXY 6" EP7DED. MN. (3X')W ANCIIOY DOLT6 a (5VXVlee O MIN. 6' WAGN ENT W( LY PR M AND NO SPACED EVENLY TO FLOOR TO SET N CONT E REDAR TY) DE TO LL (SEE. NCI- rsAISILM ANCFkM Nsoup aCQ'1T'IMIOl6RMOR ACC-. Pauli aocEPrneLE RerROFm REM. W/ i'x6'aaORFIDFMEAPOR =44-MIL ETT•iYLE)4E VAPOR4 C U B5—I :OAT. "ELL-0:P1PACTlD m EXT./INT. /INT. FRAME WALL TO CLEAN TERMITE TREATED Flu 2'_r nIk LAP SHOWER RECESS FOOTER 10 AT S.G.D. Uj_jj_)SLABSCAL&r-f-S' BLOCK WALL CONNECTION 12 TYP. RETROFIT FOR OMITTED DOWELS REBAR LAP AT FOOTING WAM POW ecALe,,n'.r-o A B '-GROUTW DONO WAn TIE VERTICAL RCC.AR VARIED PER ELEV. 07 10 HORIZATIONN. REDAR "V w HOCK E . TO HORIZATIONAL ICD GuTID SIG sum -L„ -� R!6AN W) W' HOOK VARIES PER MAW. - vAR1E8 F'E1! ELEv. ea ORCIAW 150140 ONAM 4 e Se" INSPECTION FOR! INGFECTION a - z € q 1k N-O' FR4. PLR 0-6M PIN. K.R. (II b VERT. PCUEL " . .. LAPPED 1V DOND BEAM . , tIE VERTICAL RaSAR . TIS VERTICAL REAR (u REDAR AT COR�LRS " TO HORMATIONAL I�D111F UV IO" FIOOIG _ � " . TO HORILATICNAL 1REC.NF 1U) ISY HOOK W( 72 b' LAP MN. o' e., HORIZONTAL EATICAL TYP. REBAR LAP HORIZONTAL/ VERTICAL REINFORCING SAT LINTEL CORNERS REINFORCING %r�EARING CHANGE '.r-V' A R C H I T E C T S 1441 N. RONALD REAGAN 6LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIII'Illll Lipvvvvvvov� E 8 E O C LL oill CT$DIY.7LOT OAKLAN(LOT MODmLa 1452 XXX00-00 PROJECT*: 02784.000 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA i D E?, 3/2/18 Sy SALE.: 1/4"=1'-0" File, Copy SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER W FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR -ENGINEERED 6tH EDITION (2011) GABLE ROOF TRUSS � ❑ DO NOT EXCEED ❑ DO NOT EXCEED 8 CMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS I' DRYWALL I' DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE (4'-0" OL. SHEATHING SEAMS) P.T. Ix4 or MIN. lx4 or Ix2 P.T. NAILER P.T. Ix4 or"x4' MIN. r5� u�N�oiw000R eLaaaN� c5� wunalw000R iarMe BLCCKINKs Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER sc�uLE F ATTACHMENT DOOR CASING FASTENER SCHEDULE F ATTACHP'IENT 4 2xb SUB-B TIFFBAGG A7 ALL UPRIGHTS DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT OVER 4'-10' NIGH DOOR JAMB / WINDOW MEMBER l2) I2d NAILS S FROM OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COATING MIN !AS PER TRU55 ENGINEERING) (ATTACHED TO BLOCKING EACH END and * IS' OG. MAX (ATTACHED TO BLOCKING ' !PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SE Ix4 or 'x4' MIN: EXPANDED METAL LATH, OYER APPROVED CURE P.T. 2x8 TO BLOCK w/V x 9' SECURE tHRU FRAME INTO BLOCK w/ 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2 WASHER SET IN �� :� (U' TAPCON (MIN. EMBEDMENT I #') WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+% or +5/ } WINDOW TO BLOCK (+3) 81 FROM EACH END and a 181 O.G. MAX METHOD PER 'NAILING SC14EDULE'1 (6' MIN. EMBEDMENT 0 32' O.C. MAX) DOOR JAMB TO BLOCK (+4" or + 4") DOQR JAMB TO BLOCK (+3") iu DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE ¢A fic'ALE: I,0_0, ® 18' O.G. MAX w/ I2d NAILS 6 8' O.C. MAX MIN. SHANK SIZE MIN. HEAD SIZE 3100 45 7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1" TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: TEXTURED CEMENTITIOU5 or 10'-0' O.C. MAX SHIM AS DEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPCON C926) OVER _ (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 49 8' FROM EACH 8" CMU BLOCK END and a 18' O.C. MAX ' GYPSUM BOARD OR }' HIGH STRENGTH � S' CMU BLOCK or CEILING BOARD DRYWALL DRYWALL BLOCK WALL SECTION —GABLE ROOF C. FILLED U-BLOCK w/ (U S P.T. 2x (U DRIVE PIN, 8' FROM EACH END and 1 CONTINUOUS REBAR (SEE wnrpouwoaR rare eLoacn Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER a 18' OC. MAX ' ' DOOR CASING (SEE WINDOW/DOOR JAMB l51-00OWs " 05B (4' WIDE MIN.) MIN. SHANK SIZE .145 SMKd.E STOW SCALE: 3/4 .I -® FASTENER SCHEDULE FOR ATTACHMENT FASTENER SCHEDULE FOR ATTACHMENT)MIN 00 HEAP SIRE 3 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL `DOOR CASING SHINGLES OR TILE (PER BLDR) !ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOWMIN EMBEDMENT I' PER MFR'S SPECIFICATIONS EACH END and a 15' O.G. MAX (ATTACHED TO BLOCKING OYER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T.2x6: INSTALLED PER SECTION R905 OF THE FBCR ii NOTE: SECURE TO BLOCK w/ (2) as TAPCONS 6TH EDITION (201'1) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED (MIN. EMBEDMENT 149 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or a, OSB) END and a IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 ' w/' TAPCON MIN. I JEMBEDMENT INTO BLOCK (2) DI?IVE PINS, 8 FROM EACH END and : I:,I _®: or METHOD PER 'NAILING SCHEDULE' -ENGINEERED ROOF TRUSS a 18' O.G. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLACK (+3 is") MIN. SHANK SIZE .146 (PER PLAN} (R-VALUE PER ENERGY GALLS) NOTE-. MIN. HEAD SIZE 300 DOOR JAMB TO BLOCK (+3 %e") MIN. EMBEDMENT 1' SHIM AS NEEDED 4F TO PLUMB JAMB. SCALE. r=r-m' METAL DRIP E AIR GYPSUM BOARD OR J' HIGH ❑ DO NOT EXCEED' P.T. 2x8: 2x6 SUB- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)" TAPCONS VENTED O'�.C. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT 149 8' FROM EACH ALUMINUM SOFFIT (I) "5 CONTINUOUS REBAR P.T.LT 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a IS' O.G. MAX R PLAN CAST LINTEL (ME WMDOwiDOOR J`MB BL0�M 70 PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT FASTENER SCHEDULE F attAa rat' 056 (4' WIDE MIN 1 DO NOT EXCEED }' ATTACHMENT PER MFR. PER PLAN) DOOR CASING (2) DRIVE PINS, 8' FROM EACH END and DOOR JAMB /WINDOW ❑ a 18' DG. MAX SPECIFICATIONS- (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS }' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I' NDOWIDOOR ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED FASTENER ERl60 E F �Att T PT. Ix f4' WIDE MIN ) THROUGH NON-STRUCTURAL MEMBER (Ix or J' 058) DOOR CASING P.T. (2) 2x4: EE (R-VALUE PER ENERGY GALGS) SECURE 2nd 2x t0 STRUCTURAL PRECAST OR POURED IN w/ ' TAPCON MIN. 14, EMBEDMENT INTO BLOCK PLACE SILL !PER BLDR>- i � # MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW SECURE t0 BLOCK wl (I) �' TAPCON ' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 s' FROM EACH TEXTURED CEMENTITIOUS U +5 REBAR VERTICALLY IN WINDOW TO BLOCK (+l 1%g") PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or C926) OVER CMU (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%s") NOTE. (U DRIVE PIN, S' FROM EACH END and 8' CMU STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED a 18' OL. MAX ' P.T. FURRING STRIPS a 16' O.G. 4C : i:,l:_®: THROUGH NON-STRUCTURAL MEMBER (Ix or 1' O5B) MIN, SHANK SIZE .145 w/' TAPCON MIN. I' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I NOTE: WINDOW TO BLOCK (+3 %s") To1P�uSrls JAMB. DOOR JAMB TO BLOCK (+3 716") P.T. (2) 2x6: CRETE SLAB DO NOT EXCEED #" 4G : p,P-0: SECURE t0 BLOCK w/ (2) #' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 S' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a IS' O.G. MAX Ue! XTERIOR WALL FOOTING' DRYWALL or UPLIFT UP TO 1,115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) cSEE WNDOW/DOOR JAMS OLoCKM � SIMPSON HTS20 w/ (10)10d NAILS r0 TRUSS t a Is' OL. MAX 2 SINGLE STORY SCALE: 3/4'=1'�' FASTENER SCHEDULE FOR Attaa�MeyT P.T. Ix (4 WIDE MIN.) (4)'X2' TAPCONS INTO BONA BEAM -ENGINEEREDMR SHANK SIZE DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 3100 (ATTACHED TO BLOCKING7 UPLIFT UP TO 2350 lb rCONTINUOUS BOND MIN. EMBEDMENT 1 BAfit INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR }' HIGH PER MFR'5 SPECIFICATIONS (2) SIMPSON HT520 EACH SIDE OF TRUSS w/BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NONE: (10)10d NAILS TO TRUSS 4 (4) # X2 4, TAPCONS P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 2' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK ,) a, �' TAPCONSACH w/ a' TA I J' EM FROM EACH d a 8' O.C.,. PCON MIN BEDMENT INTO BLOCK EMBEDMENTI ') 8' END anMAX TAPCONS MIN. or az' x 3m' MIN CASING At SIDE WINDOW TO BLOCK (+2 Y4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and I 2' APART a IS' OC. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 �" MIN. SHANK SIZE .146 3 ' NLts. WOOD CASING 4 GYP. dD ( ) TRUSS ANCHOR RETRO—FIT V.S.MIN. HEAD SIZE 300 BOARD (TYR) SCALES 1'4-0' MIN. EMBEDMENT I jo A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIII� L omvvvvvoo& E 8 O c L StTBDIY. as LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJECT*: 02784.000 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA = D# TE: 1.3/2/18 ssCALE: 1/4"=1'—O" b. _._.... -- NAILING SCHEDULE ROOF DIAPHRAGM -ASPHALT SHINGLE 7fb' 0.54, or CDX PLYWOOD - 8d RING SHANK GUN NAILS 9 4' O.G. ® SUPPORTED PANEL 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED ROOF TRUSS EDGES AND Sd RING SHANK GUN NAILS 6 6' O.G. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. - ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL V CDX EXTERIOR PLYWOOD or 1/1�' APA-RATED O.S.B. (AS PER MANUFACTURER'S ECURE 2x TO CMU w/ (34 x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MN EMBEDMENT) - 4JOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) 9 32 ' O.C. MAX 2x STUDS 6 16' O.C. MAX DOUBLE TOP PLATE t0 STUD w/ SIMPSON SP4 (USP SPT4) 6 32' O.G. MAX 2x STUDS 6 16' O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 6 4' OL, 6 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 6 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sol RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. TOP CHORD BLOCKING 6 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-V' OF GABLE END. OZ. MAX IN FIRST (2) FRAMING SPACES 6 EACH EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS W a NOTE: !U ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (1) NEAR MID -CENTER UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING 6 MID -WALL UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING 6 MID -WALL - ' OSB. or' PLYWOOD or ' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 6 4' OZ. 6 or RAFTER _ }' GYPSUM WALL BOARD "GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' OL. TOP BOTTOM PANEL AND Sd RING ROOF SHEATH( SHANK GUN NAILS 6 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ;a ANY MANUFACTURER l _ aSECJiE NAIL REQUIREMENTS U "5 REBAR VERTICALLY IN CONC. POUND CELL (LOCATION PER PLAN) CRETE SLAB BOTTOM PLATE TO SLAB w/ (1)10d CUT NAIL 9 CURE BOTTOM PLATE TO SLAB w/ V x V ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON NIGH STRENGTH EPDXY (OR EQUIVALENT) 6 EMBEDMENT MIN. 6 32' O.C. MAX STUD TO BOTTOM PLATE w/ rT MTfSEE FOUNDATION PLAN FOR SIZE 32' OL. MAX SIMPSC�N SP4 (USP SPT4) 9 32' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sol ROUND, MODIFIED OR T 2 %m .131 I10,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) Y Y Y` . Y Y Y OZ. MAX BUfLpINCx LENG7N `° °g 6 NTERIOR BEARING -WALL FOOTING ONCRETE SLAB CRETE SLAB ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR SIZE „ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ' (SEE FOUNDATION PLAN FOR SIZE BRACING FOR GABLE END FRAMING AND REINFORCEMENT) AND REINFORCEMENT) MERIOR WALL FOOLING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOLING Sd RING SHANK GUN NAILS s 4' oc. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L B. W. wi NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT c Sd RING SHANK GUN a ® NAILS 9 6' O.C. IN FIELD . ado a PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS n 4'-®' MINIMUM OYMAP FQR 7op FLAMSPLIa a SECURE TOP PLATES2-ROM, ESW/ 8 d NAILS ® 4' O.C. AWZRM TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING OUBLE (O.SeTOP PLATE TO STUD. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMPSON SP4 (USP SPT4) 2x WOOD or METAL STUDS 6 32' OZ. MAX o (NOT LOAD BEARING) 2x CONTINUOUS STRESS Sd RING SHANK GUN NAILS 6 12' BLOCKING 6 MID -WALL Lu v OZ. IN FIELD 2x STUDS 6 16' O.C. MAX or UNLESS NOTED OTHERWISE Sd x 3' SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS ELEGTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' , �4 T4G SUBFLOOR (ATTACHMENT SECURED w/ SIMPSON OR USP M6TA36 o NAILS 6 12 D.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /4' T4G SUBFLOOR (ATTACHMENT ® SPEAR METHOD PER 'NAILING SCHEDULE) WALLS. METHOD PER lNAILIWG SCHEDULE ) UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF + THIS DETAIL APPLIES AT ALL EXTERIOR -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. -ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 16' O.C. MAX (O.S$. TO BE STRUCTURAL GRADE) 3 scauE: 3/a'Yr-®' OUBLE TOP PLATE UNLESS NOTED OTHERWISE J' GYPSUM WALL BOARD ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 1x CONTINUOUS STRESS NOTE` 'RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING 6 MIA -WALL CURE BOTTOM PLATE TO SLAB w/ DIAGONAL BRACE 6 CENTER OF TRUSS SPAN 2x4 BLOCKING BETWEENVIL 7ANCHOR HIGHEST RIDGE. TialSSES At FIRST (2) BAYS 2x STUDS 9 16' OL. MAX SET N, MPSON BOLT H STRENGTH ER + DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0' OZ. 6 SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP "2 DIAGONAL BRACE w/ (3) CURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32' OZ. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 12d NAILS 6 EACH TRUSS (DIAGONAL SLAB wl (1)10d GUT NAIL 6 TUp t0 BOTTOM PLATE w/ 0'-0' - 30'-0' USE !U X-BRACE X-BRACING TO COVER 5-TRUSSES 31' OG. MAX SIMPSON SP4 (USP SPT4) 6 32' 30'-1' - 60'-0' USE (3) X-BRACE 4 .Y Y OZ. MAX ++ (1) X-BRACE 6 CENTER 4 (2) BRACES a, a 4 4 DIVIDED EQUALLY FROM CENTER TO END (SEE FOUNDATION PLAN FOR SIZE Q (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK At ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10, HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE !AS PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREED - k___ TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L B. W. w/ UPLIFT SHOWN w/ CM41(FRAME CONDITION B Y ra') 7 SAME X-BRACING REQUIREMENTS) _ ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING = TRUSS w/ (2)12d NAILS 1 INSTALLED 6 MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX A R C H IT EC T S Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.ab des igngro u p. m m AA ih. 0003325 r10 �IIIIIIIIII vovoovo� QE V E i L StMDiV. & LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXx00-00 PROJECT*: 02784.000 PANE: SECTIONS/ DETAILS 160 MPH EXF. C ARCHITECT: STATE OF FLORIDA 2/2/18 Sd/ALE: 1/4"=1'-0$I SHEET D3 2x RIDGE ONE SIZE LARGER THAN /-PRE-ENGINEERED TRUSS ` RANTER SIZE w/ MIN. (3)12d NAILS / or MIN. (4)10d GUN NAIL Ix6 COLLAR TIE * EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or "' ' GYPSUM BOARD OR m IMPSON YiGR or USP VTC `\ �i�i MIN. (4) I0d GUN NAIL e J' HIGH STRENGTH CEILING SPACING (U * EACH END 2x RAI=1'E • • • • • ° BOARD AND 6'-0' O.C. MAX NO NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE i BELOW w/ (2)12d NAILS or (3)10d GUN NAILS * EACH TRUS ' GYPSUM WALL BOARD I 1, y 2x WOODS STUDS 0 24' O.G. _LLRAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) 0i MTS12 or USP MTW2 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ -% CONVENTIONALLY FRAMED ROOF (3)12d NAILS * EACH END. CURE BOTTOM PLATE TO r-®' -ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY DECKING OVER PRE-ENGINEERED ROOF TRUSSES NAILS * 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ 1 SCALE: 3/a'=r-m' (2)12d * EACH UPRIC�-IT RETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED 6' - 8' O.G. MAX SIZE AND REINFORCEMENT) TER RESISTANT 5ACKER50ARD - e (DENSHIELD) 2x4 RAFTER 11241 OG. 12' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. To PAN) SIMPSON L30 or USP A3 INTERIOR NON -BEARING WALL or 8' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF * BLOCKING (EACH END �A woop STups scALE: 3/a'a'�' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) 2x4 BLOCKING * EACH RAME /'PRE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED * 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL)'GYPSUM BOARD OR VARIES R PL INSTALLATION SIMPSON H2 5A or USP RTlA ' HIGH STRENGTH CEILING HOMER PAN * EACH RAFTER TAIL CONNECTI BOARD ° (FI5ER3LASS OR CERAMIC) SIMPSON L30 or USP A3 * TOP OF EACH RAFTER CONNECT( 3 4' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT 2 DRYWALL SCREWS (EACH TRUSS — FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'sl'-®' ,� 'GYPSUM WALL BOARD 'METAL STUDS (25 GAUGE) * 24' O.0 w/ FULL LENGTH LAYER OF CAST LINTEL I/2' TYPE GYPSUM WALLBOARD, ATTACHED t0 EACH SIDE * 12' O.C. A CURE 2x TO CMU w/ (2) �' x 3' TAPGONS WITHIN 8' OF EACH END AND *I8' O.C. MAX 5' BOTTOM CHANNEL (25 or ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER * 32' O.C. MAX 4 MIN, EMBEDMENT OF I v49 - WITHIN 8' OF EACH END AND *18' O.C. MAx = LJ ----- = = = J - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING —�` SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD o PER 'NAILING SCHEDULE') � - _ CURE 2x6 MIN. TO BLOCK w/ T. 2x8 STUD BL (2)V x 3' ANCHOR BOLTS w/ 2" NOTE: to WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT - - B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. tiOUGN OPENING !UP 70 8'-®v (MIN. 6' EMBEDMENT) ry INTERIOR NON -BEARING WALL o + B M AL STUpB $GALE: 3/4'sl' .SECURE 2x6 MIN. TO BLOCK w/ - --- (3)V x 3' ANCHOR BOLTS w/ 2' " TEXTURED GEMENTITIOUS '1) REBAR VERTICALLY IN CONC. POURED —PRECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SITE AND LOCATION PER PLAN) -� PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C326) OVER CM EMBEDMENT ' CMU BLOCK I n - ATHER STRIP MOLDING AROUND DOOR - " " ' (PER MANUFACTURER'S SPECIFICATIONS) 24 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 3' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2*P.T. BUCKS STRENGTH EPDXY (MIN 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r' Miry Sum `� VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DDDR BUCK ATTACHMENT &S�ECI�ION GPDOM ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=I'-®' SG4LE: 3/4'°r-®' ScaLE: NTa MANUFACTURER'S SPECIFICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, a6designgrou p.com AA #: 0003325 r �II""IIII �00000000J t3ux3m . & LOT: OAKLAND LAKE (IAT 18) MODEL: 1452 XXX00-00 PROJECT#: 02784, 000 PANE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA VAR 0 5 3/2/18 3SiCPAJLM: 1/4"=1'-0" 1 File Cupp' �- ---- PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 'I' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. b" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 065 AROUND PENETRATION ' OR LESS PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 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 WRAP AROUND THE PIPE. PER FBC R103.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3�: KrKr� $" THICK, 3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED al" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL STUD , TYPE "M" CONTROL JOINT NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. +IDili �I TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER '2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING ITE SPRAY ADHESIVE �TLY TO 055 AROUND TRATION TOMERIC COATING APPROVED EQUAL) STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 5" (2213-MM). AS PER ASTM C1063 l.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB I TAPED T SHEATHING w/ W *2 OVER TOP. WI 12 TO BE LAPPET VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL wI�P ✓-r-e i G � ,-c r FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) (§N�P�APE�R LAP WOOD SHEATHING WATER RE51STIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP 5CREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 9 VERTICAL LAPS (ROLL ENDS) 4 6' HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 1' MIN LA7H LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL z 5'Xl' CONTINUOUS GALV. METAL • STEP FLASHING (NAIL TO ROOF FT DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL SIDING ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP st �L" xTFLASHING STUCCO �" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 514EATHING LEGEND VAI DRAINAGE PLANE LAYER 1, UZI I STUCCOWRAP OR APPROVED EQUAL) WRB LAYER n (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO F ; a WOOD SHEATHING F/i , , SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-641-0S, MIN. 2.5 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S ].991 IY. KVNHLV KLHUMN OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nmmm ��000000moJ E 8 4) E O L7 rOAKLAND UBDIV. 81: LOT: LAKE (LOT 18) MODEL: 1452 M00-00 PROJECT*: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 3/2/18 SCALE: 1/4"=1'-0" SHEET WAI -Filhft-e, copy s TEXTURED CEMENTITIOU5 WRB LATER 1. STUCCOWRAP (OR APPROVED COATING _ x EQUAL) FORTIF15ER BUILDING �µ �`` WOOD SHEATHING WRB LAYER �, � , : � - $' THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP I5 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER(, STUGGOWRAP lOR APPROVED ; t ;� SEALANT. PREMANUF. PRYER VENT GAP EQUAL) tAP1=0 DIRECTLY t0 SHEATHING ONE -PE ICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. x APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT I V ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER I' MIN. F"-. "'_;'' :' SELF -ADHERING FLASHING SIDES, Y' SEALANT w JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 6B DRYER VENT (BLOCK) DRYFLEKT KICKOUT DIYERtER WRB LAYER 02, FORTIF15ER BUILDING o PAPER (OR APPROVED EQUAL) BUILDING PAPER Y n DRYER VENT FRAME) OVER 'QUICK FLASH' FELT UNDERLAYMENT uA E: KTb. ' PIPE THROUGH WALLS i PER FBC R103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 31, FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH' COMPLY C 926-12A. FASTEN 4' O.C. MAX. EVENT PENETRATION A eca�KTA INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER 02, FORTIP15ER LEGEND WOOD WRB LAYERM, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION y; STUCCOWRAP (OR 4 APPROVED EQUAL) (WRB LAYER 1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 Gca. KTa SHEATHING WRB LAYER *2, WOOD --1/8' TEXTURED FINISH 6 U100D WRB LAYER "2 INTERSECTIONS FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER 171 BUILDING PAPER (OR 8 CMU MEMBER 1' O.G. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE '\�__ _ APPROVED EQUAL) JV TO V MID -WALL FJLEXIBLE CONCRETE WATERPROOFER or i --- ®: METAL LATH x x x x $ THICK, 3 GOAT CEMENT WEEP SCREED STUCCO WOOD FRAMED PLASTER 6' WIDE STRIP SELF WOOD SHEATHING SCRATCH GOat PRf OR t0 ELEC, METER WALL INSTALLATION Ys" TO 118' MID -WALL ADHERING FLASHING, CLEAN SELF-ADHESIVE FLASHING D MASONRY BEFORE APPLYING - 1 (PER 3/WAU 6' SELF -ADHERING FLASHING TEXTURED FIN15H 6 MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE` FRAME T0 FRAME ME TO LOCK A BLOCK) METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM ELEC. METER FIELD VERIFY - 7A O-A E. KT& "7B E: KM C-841-09, MIN. 25 L55. PER SQ. YARD (UTILITY OR LOCATION NOMINAL LATH DOS NOT MEET SPECIFICATIONS) —/ NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT At WEEP SCREED END t0 END JOINTS ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP E 51DES ONLY FLASH I PIECES TO COVER BOX 4NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID FLASH I INTO THE OPENING PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 _ POLYMERIC ISOGYANAtI=-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE t0 THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. � EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER iz , I STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT At TOP (OR APPROVED EQUAL) SIDES OF ELEG. METER BOX PROTECTO FORM FLASH I AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' METHOD AS DESCRIBED IN DETAIL 3 OF Wa1 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT ELECTRICAL CONDUIT 'PIPE PENETRATION DETAIL' At ALL JOINTS AND 1KPENETRATION INTERSECtfONS APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER 02 FORTIFIBER .o.o.o.o O• O •O O• O• •O o. •o .o o. o. .e O •O.O.O O .o•o•o.o WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 9 6CALE1LT8 carev STEP 6 A R C H IT E C T S Design YO U p`I"nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. ab des igngr0 u p.00 m AA #: 0003325 r �emmo0emeo� SUB33 V: 8e LOOT: OAKLAND LAKE (LOT 16) MODELS 1452 MOO-00 PROJECT: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160MPHEXP.0 AF CHrrECT- STATE OF FLORIDA NAP, 0 5 D *: 3/2/18 a 'ALE: 1/4"=f-0" WA2 File cc?y WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, - STUCCOWRAP (OR APPROVED EQUAL) $' THICK, 3 COAT — CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GA WRB LAYER *l, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER *I, 5TUCC01JRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 1 w III I WRAPPED 6 CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK I �"XI Ya' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I Y"XI %' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 5EALANT ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD COMPONENTS 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 X X X X STUCCO WOOD SHEATHING' 5ELF-ADHE51VE FLASHING EQUAL) CASING BEAD 5/5' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FIN15P 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQ AL) 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 NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4EADER/5EAM 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) / ; \DRIP EDGE INSTALLATION 1 1 A eca.eN.TA. Y' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK t--DECKMEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR —3 X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 30, VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 y'XI X' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let 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 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 I 111F` . -/ ,,,COMPONE PULLED APART FOR CLARITY WEATHER RE515TIVE BARRIER #2 k THICK 3 COAT CEMENT 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE650RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION 1 D iwiam NTa PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 9 1' O.C. MAX. WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) , CORNER BEAD @ FRAME COMER BEAD (FASTENER E SPACING a I' O.C) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT @CORNER BEAD @ BLOCK 1 D N.T& COLUMN SHEATHING WEATHER RE515TIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 (0" SELF ADHERING 4 FLASHING PEEL 4 STICK I X2"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y' MIN. SPACE FROM DRIP FACE TO TREX % WEATHER RE515TIVE BARRIER *1 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 X2"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE; FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER 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 "L" FLASHING A R C H I T E C T S 1441 N. KUNALU KtAGAN MVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r-. �IIIIIIIIII �ovvovvvvv, E 8 cd 0 C o StJ OM & LOT: OAKLAND LAKE (LOT 18) I ODEIt 1452 moo—oo PROJECT#: 02784.000 PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHnEcr: STATE OF FLONDA MAP a DA': 3/2/18 SCALE:1/4 _0 1 WOOD SHEATHING WRB LAYER #I, STUCCOURAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING WAJ WINDOW FLANGE --� WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER ro" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW &j(PRAME, NO BAND WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH iExPLoaEpTHICK, 3 COAT AELLI CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 FATHER RESISTIVE BARRIER #2 5fb' X I Ya' LAP SIDING W/ro" REVEAL roll 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCT IONS DO NOT CAULK OR SEAL O EP KING GALV'D METAL "Z' FLASHING STUCCO CASING BEAD t SIDING TO STUCCO C BLOCK TO FRAME TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RE515TIVE BARRIER #2 ' X 1Ya' LAP 51DING Wlro REVEAL V 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'T FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/YS FLEXIBLE PVC BACKER ROD) roll SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #I WEATHER RE5ISTIVE BARRIER 02 WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH !'THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING WRB LAYER 1, STUCCOWRAP jx (OR APPROVED EQUAL) l WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH (ExPLODED ro 5ELF-ADHERING FLASHING VIEW FoR _ $ THICK, 3 COAT DRIP CAP CLARITY} CEMENT PLASTER WINDOW FLANGE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ill THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP CASING BEAD Q WINDOW WINDOW FLANGE �n FRAME, W BAND t �n seal£: rrn roll SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 STARTER STRIP PER MANUFACTURER'S INSTALLATION ' INSTRUCTIONS roll SELF -ADHERING FLASHING GALV'D METAL "Z' FLA5HING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'T FLASHING WOOD CONSTRUCTION BEYOND roll 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP roll MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 FtGALV'D METAL 'T FLA541NG =PQ NOT CAULK OR SEAL OPENI LGG WEATHER RE515TIVE BARRIER #I TO LAP roll MIN. ABOVE TOP OF 'T FLASHING ro' 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #I —E-Z BEAD_ VINYL (OR APPROVED EQUAL) CASING (W/Ye' FLEXIBLE PVC BACKER ROD) — WEATHER RESISTIVE BARRIER 02 SIDING TO STUCCO �@ FRAME TO FRAME TRANSI V RCAI_P. N7B- ON LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x x x STUCCO WOOD SHEATHING ; SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECfFfCATIONS) riZNT— WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $' THICK, 3 COAT CEMENT y. PLASTER iX TRIM MEMBER tv STUCCO T � METAL LATH TO SIDING TRAN51TfON WRB LAYER 02, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER M, 5TUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD roll SELF ADHERING SIDING TO STUCCO FLASHING OR PEEL 4 STICK CASING BEAD 14 � ►tra � c�oee-s�cnaU WOOD 5HEAT14ING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 GOAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER', STUCCOWRAP (OR APPROVED EQUAL) t WRB LAYER *2, FORTIF15ER X BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK., 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD @ RAISED @ZWEKi BAND FRAME ASMG"P T'rP EA METAL LATH / To w$ m SEALANT Yq WINpIXU WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) roll WIDE PEEL # 5T1CK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/Ya' FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) APPLY FULL BED OF SEALANT BETWEEN FLANGE I BUILDING WRAP EZ BEAD WINDOW CASING NTA II $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/Ye' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / roll SELF ADHERING FLASHING i WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 199:L 11. KUNALU KLAUA14 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 11111111111 �IIIIIIIIII ��00000eaoo� SUBDIV. 7LAKE OAKLAND(LOT 1 MODEL: 1452 xxxoo—oa PROJECT#: 02784,000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARq-HTECT-. STATE OF FLOEN s D ; 3%2/18 C! :1/4"=1'-0" L II , Vx CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I' CUT IN HOU65WRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEW 1 WINDOW FLASHING INSTALLATION DETAILS FWRAP} @,,._,,jULL FRAME) WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY FOLD -UP d SECURE HOUSEWRAP (OR "P UNDER) at HEAD ALIGN FLEXIBLE SELF -ADHERING FLASHING W/ INT. EDGE OF SILL R.O. FOLD HOUSEWRAP IN AT JAMBS 4 SILL MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, SLOPE SILL R.O. TO l STAPLES) EXTERIOR INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 051 WU (0 EGLIAL) SEALANT i WNDOW/cmu JONT. FLUID APPLIED FL.A514NCs (LANCO WNIrE-SEAL RC-86b OR EGUAL). STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01 L' 1 u 6" SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 34g" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 81 VERT. END DAMS REQ'D. AT EACH END OF SILL OL Di JSEWRAP DOWN 4 DIAGONAL GUT 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 INSTRICTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT IPROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 A.1 l wul a NOTE: 1. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA k: 0003325 r 0 8 E 0 C SVi33:)IV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJECT*: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2. INSTALL ALL MATERIALS PER STATE OF FLORIDA MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. = MAC f 5 �fl"18 WARNING: SEALANTS AND SELF ADHERED `= FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. CANMELL ., NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 3/2/18 SbAIM 1/4"=1'-0" 1 3HEE/�TT M �/ � A 5 Fila Copy 0 8 E 0 C SVi33:)IV. 8e LOT: OAKLAND LAKE (LOT 18) MODEL: 1452 XXX00-00 PROJECT*: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2. INSTALL ALL MATERIALS PER STATE OF FLORIDA MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. = MAC f 5 �fl"18 WARNING: SEALANTS AND SELF ADHERED `= FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. CANMELL ., NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 3/2/18 SbAIM 1/4"=1'-0" 1 3HEE/�TT M �/ � A 5 Fila Copy