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BUILDING PLAN # 2
INDEX OF DRAWINGS A R C H I T E C T S 833 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: SQ.FT IST FLR. LIVINCa TOTAL LIVING ENTRY GARAGE LANAI CALC.'S 1,833 5Q. FT. 1,833 SQ. FT, 22 50. FT. 411 80, FT. 200 SQ. FT, TOTAL 2,466 $0. FT. VOLUME LIVING (fe) 16,123 SQ. FT. AREA CALCULATION ANISH (ELEVATION A) SCAN (ELEVATION B) WIDT DEPTH 50'-0' 46'=0,,, 1�1 46'-0„ CONTROL DATE 03-21-17 REVISIONS DATE I DESCRIPTION SHEET NO. DESCRIPTION CS I COVER SHEET 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ENTRY SECTION 8 ELECTRICAL PLAN 9 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl -W5 WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK RVOUIRED BY FIELD INSPECTORS THAT COMPLY WITH AkL APPkIGAR" Q6Bli, U FACTORS AND SFIgC OCMPUANCII REMAIN ON ALL ppoAR AND MnNDnw UNpL INSPECTIONS ARE APPROVED 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 (ELEVATION D) 50 —0" 46 =0" � LANAI 50'-0" 56'=0" BEDROOM 5 50 1—NI 57'=0" 67'=0" BEDROOM 5 W LANAI 50'-0" DRAWING / CONTRACT DOCUMENT ° REVIEW BY BUILDER hiT.LvWED10 �--^'zl TOM I N A N'ED FOR C:OMYL;.- �y.:. . t .rC, P DATE. 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 EED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CO RECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.1, (REQUEST FOR INFORMATION) TO THE ARCHITECT R ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEIN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY M NER. 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. Des-�n GiOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIII' SUBDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA UE DATE: 4/23/18 SCALE: 1 /4" =1' — O" SHEET CS ®F 6 OWN I tjo, XXXOO-00 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP IZ3 •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 s, .� . .- '." ,,, • IST FLR LIVING 1,833 SQ. FT t� TOTAL LIVING 1,&33 SQ. FT :s-` ENTRY 22 SQ. FT GARAGE 411 60. FT LANAI 200 SQ. FT 1Ilk TOTAL 2,466 SQ. FT AREA CALCULATION DEPTH SPANISH (ELEVATION A) 1 50'-0" 1 46' =0" TUSCAN (ELEVATION B) 1 50'-01' 1 461 3-0" (ELEVATION D) 1 50'—(b" 1 46' =0" LANAI 1 50'-0" 1 56' =0" BEDROOM 5 1 50'A" 1 57' =0" BEDROOM 5 W/ LANAI 1 50'-0" 1 67' =0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE C RRECT 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 M NNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN N RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTROL DATE 03-21-17 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS 1 SHEET NO. DESCRIPTION 1 CS 1 COVER SHEET 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ENTRY SECTION 8 ELECTRICAL PLAN 9 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS A R C H I T E C T S 1441 N. RUNALU H[AUAN CLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 91111111111 ��oovooemae� E s E i•c C L svHDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: COVER SHEET ARCHrrECT-- STATE OF FLONDA MIA 4" 1' 0" File COPY GENERAL NOTES A R C H IT 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 PSF) A. 1. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 1PSFl 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 1PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETETILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VULT. = 160 MPH, VASO 124 MPH E.2. EXPOSURE CATEGORY C E& WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GCyi) 0.18 E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PS F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 DETAIL -LED. 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 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302,5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METJ�LLIC 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 12017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5184NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. 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 HEREIMSEE 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, NEGLIGENCE BY BUILDER IN THIS CT OF N UC ON. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NE L ASPECT CONSTRUCTION. N 0 t3 4, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 11 WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y=THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" 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 3'- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. I& 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 SITE 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 BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/:. 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 402JACI 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 Fm =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 3181NCH 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. 3ROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. ILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. NLL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE TANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. EINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. ONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1121NCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. OSAGE 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 OMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. kLL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. UN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" HEREVER POSSIBLE. 6. LEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH a^ CONCRETE EXPOSED TO EARTH OR WEATHER: B. 1. #5, W31 OR 031 AND SMALLER G. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER '14" BEAMS & COLUMNS: ' D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1+/, 7. 10 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. ALLSMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETE CTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOT : ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% F LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125- LT, SINGLE-PHASE,15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUT ETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFF GERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT EBB 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 RANCH 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 INST LLED FOR EACH MOTOR VEHICLE SPACE. 1. AL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: k. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) I. NATIONAL FOREST PRODUCTS ASSOCIATION: B. 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION SOUTHERN PINE INSPECTION BUREAU: C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) APA - THE ENGINEERED WOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. At L STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI R. STRUCTURAL C LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. L. MBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. A LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MI IlMUM NAILING PER FBCR, BTH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. A BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NC TCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FC R ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSS EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MIDSPAN FOR SPANS GF EATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FC R 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 WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FL OR SHEATHING SHALL BE STRUCTURAL GRADE''/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SqALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 112' CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 "ZIP BOARD SYSTEM, INSTALLED PER IMA NUFACTURERSPECIFICATIONS. 12. Mil IIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PR DVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR TH PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AF rER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH C NGE IS THROUGH A WRITTEN R,F.I, PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TR JSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DE ARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL EN INEER 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 1./360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 80 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91M�. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8',8" WINDSPEED/EXPOSURE 16OMPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY l" PER 100' OF LINE WITH EVERY 10OF CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 26051 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM''/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL 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 Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK-OUTDETAILS -- "L" FLASHING _ - -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS ' " CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I IA 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 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT: 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 1441 N. HUNALU HLAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 C6 W E 0 L SUBDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA } 1AM DATE: 4/23/18 SCALE: 1/4"=1'-O" SHEET U NCIF 0 ■, GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE ASFOLLOWS; A. FLOOR LIVE LOADS IPSF) Al. SLEEPING ROOMS 30 A.2. ATTICSW/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 AA DECKS 40 AT STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) B. 1. ALL AREAS 10 C. ROOFLIVELOADS _ C. 1. M MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D. 1, FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 26 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VULT. = 160 MPH, VASD = IN MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR(KD) 0.85 EA INTERNS. PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 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 DI MENTIONS PRIOR TO WORK PERFORMEDAND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TOCARRY 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 WILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDINGADEQUATE 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 CONDITIPI'NS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECDENIGINEER. 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 bfTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AFID 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. AMP MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE AWINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6THED. (2017). ,,.... GARAGES AND CARPORTS 1. GARAGE DOOR _ A. ENGINEERED FOR 160 MPH MIR WIND LOAD. i r B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER' C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN h -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FRAMALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / B -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 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 FINSHGRADES, 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 FOOTINGSSHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO 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 (VA 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'h THj 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 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" 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 APi3LUCABLE 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 A MIN MUM COMPRESSIVE STRENGTH OF'2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATI@NS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL E XPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/.". 7. PRON IDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDIC ATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALEDWITH ADHESIVE TAPE. 8. CON RACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOC ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASON 3. 4. 5. 6. 7. FILL 8. MAS REINFOF 1. ALL STA 2. REII 3. COP DOS COR 4. ALL MINI 5. RUN WHI 6. CLE A B. B. C. C. D. D. 7. DON ELECTRII 1. 2. 3. 4. 5. 6. 7. B. ALL El ALL SI DETE( NOTE: 75%C NOT THE TIMBER RY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5. -TE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, INACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE RY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. NO BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. I SHALL BE TYPE M OR S IN ACCORDANCE WITHASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. R JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THCK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1A INCH AND NOT MORE INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE IONS OF SECTION R606.2. 11 OF THE FBCR, 6TH EDITION (2017) U CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING RY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. NG STEEL INCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE ARID SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. )RCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORM NG TO ASTM A615, GRADE 40 (UNO). IETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1121NCH TO 2.251 NCHES (13 TO 56 MM) IN LENGTH. IE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kghm) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL Y WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) RTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THCKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH JM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25". 31NFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" EVER POSSIBLE. ANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: A, W31 OR D31 AND SMALLER CONCRETE NOT EXPOSER TO WEATHER OR IN CONTACT WIT GROUND #11 AND SMALLER BEAMS & COLUMNS: PRIMARY REINFORgtMENT, TIES, STIRRUPS AND SPIRALS 1'h" T CUT OR DISPLACE REINFQRCI NG STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS NTHOUT THE APPROVAL OF THE ARCHITECT. rRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. ',E DETECTORS SHALL 6E INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE RS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) . ROOMS/ SPACES SHALL HAVE ARGFAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REOUIREMENTS GHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. IATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BI! INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. UCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF ME GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE D FOR EACH MOTOR VEHICLE SPACE, 1. ALL V ODDS AND WOOD CONSTRUCTION SHALL COMPLY NTH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TI MEER CONSTRUCTION(STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION G SOUTHERN PINE INSPECTION BUREAU C.1: STANDARD GRADI NG RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. ARA- THE ENG NE ERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIA71ON STANDARDS 2. ALL TRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIR) 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 STRONGEACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUME ER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 4Q) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL MEER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINI I IUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL I IOLTS SHALL HAVE MINIMUM 0" SQUARE STANDARD CUT WASHERS UNDER HEADS ANYOR NUTS WHEREIN CONTACT WITH WOOD. 7. NOT HNG OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR 6TH EDITION (2017). B. FOR kSPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR ill" COX PLYWOOD SHEATHING. PROM DE PANEL -CLIPS AT MID -SPAN FOR SPANS GRE TER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9. FOR EMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' CDX PLYWOOD OR 16132" APARATED O.S.B. SHEATHING PROVIDE PANEL -CUPS AT N D-SPAN FOR SPANS GREATER THAN 16' ONCENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE''/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND MAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHA L ONLY BE USED. 11. WAIL. SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD OR 15/3Y APA-RATED O.S.B. OR 1/2 ' ZIP BOARD SYSTEM, INSTALLED PER MAN JFACTURER SPECIFICATIONS, 12. MINII AUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24° AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PRO IDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS P ART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHA qGE IS THROUGH AWRITTEN R:F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRU S MANUFACTURER SHALL PRCMDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEP TMENT FOR APPROVAL AN® TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL EN NEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. a TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REWIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SI MPSON" STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINIAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEI LING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1, 000 SQUARE FT (92.9M`). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 16OMPH/13 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC. OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM%'- PVC (SCHEDULE 40), INSULATED WITH'A' AWFLEX 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH IA" 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 STAR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ) "GYPSUM BOARD, FBCR 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTMC926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L"FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS .�a°'"`_ -- CORNER EEAD DETAILS WINDOW CASING DETAILS ='` -- STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71R (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C 1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71M (178 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 THIS BUILDING NTH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES] CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVCES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCHSERMCES 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 A R C H I T E C T S 1YY111. mw11mLY RLMNfi11 L.V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 `BIII�IIIIN E 8 cd E O C STJSDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: GENERAL NOTES ARCHITECT - STATE: OF FLORIDA SHEET G of IV i 1""210 SECURE STRAP TO CONIC. W/ (2) 3/16'4' TAPCONS 3 1/2' THICK CONC.SLAB - -- - WB ROLL iR EQUAL SECURE STRAP TO UNIT W/ (2) 08xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL STUDOR AUTO -VENT I �2" r 2'� j L'Ir2, 11 T IS'-3" 20'-0' v II'-9" I F pl N N ■ 3/4' CONDENSATE LINE I � 6~ f I -'`` i I I '%COND. ) I *-4' Ukl y �-I 3 1/2' CONC. ILARD anT7 t� 3 i t0 LAV =MR AUTO -VENT 3 KITCHEN SINKS, � i � D I 21 I AUTO VENT r I 2 I � �2 - +-\2' 24'x24'xl2' CONC. 24 I FTG. W/ (3) 05 ■ 21 ti REBARS EA. WAY Y 3- WASH 2 ON CHAIRS MIN. LAWS I 3' COVER 2' 2' 2' 2 WC I 3. 4. 0 H 3' INWARD SHWR 2 31 4' CLEA✓WOUT _ ■ 1 OUT -WARD CLEAN -OUT 2'-3" 4' PLUMBING ISOMETRIC (SEWER) 13' -5' 1�1-61/2' — u- 6 T "'1 a1 II rt--� I MILL mo 5'-5" 6' 3'-2° 'a' -roll IF 241 CONC. FTG. W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' COVER (3-TYP) 3 1/2' CONC, REINFORGEDD W/ b'x6'-WI.4 x WIA ON 6-MIL POLY ETHYLENE VAPOR 13ARRIER ON CWELL-COMPACTED CLEAN FILL OL0'-O' FIN. ELEV. FIN. CONIC. SLAB 11 21'-4" I X I 0 m 11511 II LL - n :I' PVG CHASE ;- j I I I FOR ELEaZvi I EXTEND I0 �` SLAB 1 1/2' Dl - b' m r L— ♦— ■ 2'-10' 3'-2". 23'-(6" 6 _0" 9A m I DI -6' RECESS SLAB DI DI m FOR PAVERS 12' 4' 3'-4" 14'-6" I ■ m 30'x3(L'xl2' CONIC. — FTC. LLV (3) IS ■ ■ REBARS EA wAY ON CHAIRS MR *-3 1/2 D1 — 3� �VER L LI I �r 4' 20'-6' g' LINE Loll 41_Sl [21- /I FOUNDATION PLAN_ SCALE: 1/4 - 1'-0' ELEVATION 'A' m A R C H I T E C T S Design Groul Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1011 �mmmi ��em00000am� QE V E C SuBDIV. da LOT: OAKLAND LAKE (LOT #71) MODEL 1833 (VERSION#00) 1PEtOJ'ECT*: 02784.000 PAGE: FOUNDATION PLAN ARCHrrECT- STATE OF FLORIDA Tom : 2/28/18 E: 1/4"=1'— 0" ET 1 of 6 File COPY 11 V I � T m N r �sJ N 1— N m I 0 DOWEL PLAN SCALE: 1/4 = I'-0' ELEVATION 12'-2° 13'-61 1S'-10" 20'-2° I N N _I N _ I I Cn I m A R C H I T E C T S 4Den Gsigrou inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II""IIII ��000vvovvo� BVBDIV. ac LOT: OAKLAND LAKE (LOT #71) MODEL 1833 (VERSION#00) PROJECT*: 02784.000 PAGE: DOWEL PLAN ARCHrrECT- STATE OF FLONDA JAME C LL AR 2079 1 DA : 2/28/18 s :1/4"'=1'-0" StMET 2 OF 6 File Copy WALL LECsEND 8'-8' BLK BRCS. SHEAR WALL SEGMENT WOOD CIE 13EARINCs WALL INTERIOR: 2x4 WALL • 16' O.C., UNO. EXTERIOR: WOOp PRAM WALL PER COMMUNITY 6MOFICATIONS. WEER TO TALE N/s3 FOR MINIMUM REQUIREMENTS INTERIOR NON-BEARINCs FURRING AT MASONRY ' WOOD FRAME WALL: 2x4 • • 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UNfJ LOTT'S r CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' 8/22-641)WCI.`L RECESSED L-2 5'-10, 8/24-5-(I)U/(UL L-3 ll'-4' 8128-641)U/(IA- PRESTRESSED L-4 4'-6' 8/24-8-([)J/(IA- L-5 4'-6' 8na-s-ctxunx L-6 L-6A II'-4' a/16-S-CI W(UL L-65 Il'-4' B/16-s-(I11/(UL L-6C II'-4' 8/16-s-cUll/nJL L-60 Il'-4' 8/16-s-OW(I'L L--I i'-8' 8/24-54UW(UL L-8 3'-6' 8/14-s-(I,W(0JL L-9 5'-10' 8/24-6-(IU/(UL 4^sTw44V4TlIIf LINTEL SCHEDULE LINTEL LENGTH TYFE COMMENTS NO. L-1 4'-6' 8F22-I5/IT FECE69P L-2 5'-10' 8F24-18AT L-3 I-l'-4' 8F28-I5/IT PRESTREosm L-4 4'-6' SF24-15/IT L-5 4'-6' BF24-113AT L-6 V-4' 8F24-I5/IT L-(vA II'-4' 8FI6-15AT L-65 V-4' W16-I5/IT L-6C 9'-4' 8F16-I5/IT L-6D II'-4' 8F16-115AT L-i 1'-6' 8F24-I5/IT L-8 3'-6' 8F24-05/IT L-9 5'-10' 8F24-I5/IT L-6B L-6C LINTEL PLAN SCALE: 1/4 a I'-V ELEvATION 'A' A R C H I T E C T S Design Group ���. LONGWOOD, FL 32750 - PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 oovovovvo� svHDIV. ae LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT . 02784.000 PAGE: LINTEL PLAN (CAST-CRETE & LOTT'S) ARCHITECT STATE OF FLORIDA J�gp1 DAT 2%`28/18 sC :1/4"=1'-0" SKEET 3 OF 6 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS C�� �Rau1TY OVERALL LINTEL LeNsTH rirrE CF LINTPu »uB BTB 05 a 0B 9P16-65 BF2m OB Ph24-mB SITS OB EF32 4rl) A'R ,fit, aFXO-i5 ,.:..r 'v" 0064 C", 9Bp1 I - YOj51 tO 6'-b'(PRECA6V 3.1 3t19 B153 660t ]281 \VA 2561 'jH(.., 2751 ,A' i\VAVAAVAVA' 5961 1034 am 2'-1-TO 4'0' (FREGA T` 1566 9820 4890 \ \\ 196E maw4I1N4,. 211V 2,51 3153 4516 u54bo MI 6224 a'.v To 4'-6^ rr=lzPccsT3 4'-I'TOD'-4'(PPPCASV Tens 12p 134E yv RED y 199E rz660 3D3 %BIN _ 4149 el. - III � 1113 � VA4( b31 R4P 2090 � AAA 254E 300E t 2T`�i` 3470 V-5' O a-10' 0sPamABD 106E 21T 3b0 " 1 Dom Ato N M 5061 B'-II' TO 6'•6' (f9SGA9T) we1258 10ll 112E 268E -2205 269E ma all 3606 6'_1" TO I'-6' (RECAST) -4' (FiREGASD 143 554 S` A, 699 qA `AA 1160 A 1626 2564 34B5 2518 310E 6W hS.,FpAAV 535 AVAVAVAAV me AA,u, 1241 ERE rule EWE 2Tt A 2165 _- _ ?i tell 9'-9' i0 Ip'- i'(P�OABT) 415 �N ,",AN WI VA4VA 04D AA, lass :`\ N`V laws A AAVA( 243E \a all 1 400, TO II'-WIFIEGADT) i63 t41\ 540 \\\\\ 013 \ nD4 'I \� �1669 2P2 3D0} "' 3BB2 II'-D"TO IY-O'(�iECABT) 991 411 1$°+°'3- IN, AAAA I$1e -I 14 5 IBM ells AN VEIN TO 13'-4' (PF£GA0T1 296 424 Y lob Well 441A Ties 6° 1691 A m 2121 mull 2s00 le-s' TO W-0' (RE'Vear, 219 ( '$( , iDb, - . ` V v- V u?\VA 101 VA AVyV, `'. 14'-I" TO 14'-6' (CiC£91,�B6ED) NR NR 4A AAAAv NR mr ME NR NR NR NR NR NR NR NR NR NRNo tit 14 -V to 15'-d'(PRESTFEDeED) NR ,NR U , tVA. FAVl AVI AvPA ,' 17R"M"PFF4AVA4 V A4 5'-5'TO n'-4'(RFEBTREBIED) NR NR NR NR NR NR NR=Nit N @I , „S NR NR NR NR 6R NR 94L(�.T�5.ePl NR `NR NR NR M21_' L22T. JNR AA AAAAA ..,- NR A -E. NR1m.AAAA PRE MR -NR ��Z NR vvvVA AAA Nis4'-0- \\` u'.,F .. \\\\\\ \\ WWI. 'sLh�?VYNN .'*��ilv�'S lY1WuN�FaSuPo' 6m�?�� ®® ITT M. i r 9 A `` �hI,.NYrv,411u KI d "�„ WW1.R`m 1Y on MNTnP ®i✓ ®® �0®® ©®® - ®© vv.2nti�4iiS(4a�i"%b'."`S:\*a.. ,- ®'®�ANN�ANN VSKLNRBwA;,AIAVSVdsuY...!'^:N'al np®NWqnp�gqY���Np�Nq®�Np�Nq..,,gyp��II���p '.d8&I 11pgq,MI "ill NY® S:S\N)e " S�s'L n5�,t. .. �`t"1'i`�\"�' - rvN - �®�®w94�NWN®NWNW ®I• _ �`a��� ,SRR��p9 RECAST W2"RECESS DC OF-CMUW ERALL LINTEL LENGTI4 (TYPEOP LINTEL) BFJs TO X.4' (PREI 163E TO 4.6' (PREGABT! Ran TO 5'-a'(PRECAST) B06 TO 6'-10, (F#GABT) &0 t0 6'-e' (PREOABT) 191 TO T-&' (PRECAST) 669 TO s _O. (PRECAST) 411 ) �F:�vITY iei+vi u -... _ ArrO (I Ro,clr) OF L_iF=T PVERALL LINTEL LENGTH MR, T BRm4-IT BRIG -IT agme-Ir 00.1E-1T BR'30dTa 6RF6 IPQO(TYPE �'236] - 3oW Y-6' 3151 4 e 5140 of UnTEV � wl al TO 4'-4' (PPECAaW mmomV'A Wx-5'TO 1�10 t999 A601 411D g943 94 be y04'-T 4-6' (FIRECADT)B61111E EST 2926 Abu 330) eel die Am • me i0 D'-D" EPREOA9T) b06 n44 .ten Me 2133 32B6 arias "I bW V-W TO WES' (Mal, >g`r-,6 , -`L i •-y T' - A. A A A lC -- -3' Torn 20T0 332E �6 18• 4Gt 1VAV A . �AV1 AAVA B'-n' To 6'-6' !rescuer) Vn kYC' _ •%� 'l4. 506 64 6 r66 ]66l 'a.oss, 6.K See, V A4 8Yr 'T;VAAAA 46B B91 22 1540 ` 105E A4 1 216A 6'-I. TO I --&'(PRECAST) _ DTL 49O .N I' -I- TO 9'-a' (PREsI <4ft%Tm<*9`6Tl LINTEL SCHEDULE �14TEFIAL I. f'c 5" precast lintel = 4000 psI 2. f'c prestressed lintel = &000 pal 3- Grout per ASTM C416 re - 3000 psI w/ ma Xlmum 3/5 inch aggregate 4 B to II inch slump 4. Concrete Masonry Units (CMU) per ASTM C00 w/minimum net area comprsesive strength . 1900 psi 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM 4416 grade 2701ow relaxation 1. Mortar per ASTM C210 type M or 5 GENERERrL NOTES I. Provides full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation of [Intel must comply with the architectural and/er structural documents. 4. U-Lintels are manufactured with 5 112" Ion] notches at the ends to accommodate vertical cell remforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection Information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For meal I anchorage. 5. Caat-In-place concrete may be provided In composite lintel In l au of concrete masonry units. 9. Safe load rating based on rational design are lyBle per ACI 315 and ACI 530 10. The exterior surface or lintels Installed In extarior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-2L or other approved coating. II. Llntele, loaded elmultanaously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked For the combined loading with the following equation: Applied vertical load Applied horizontal load S lA Safe vertical load ' Safe horizontal load 12. Additional letaral load capacity can be obtained by the designer ptJ providing additional reinforced concrete masonry above the Intel. See detall at right: F'm-1500Pe1 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMG FULL COURSE 12" CLR TTP ("2) a5 REBAR GR40 or GR60 'No I. All values based on minimum 4 Inch 1. For composite II itual heights not shown, use cafe nofnirallcatering. ;,Exception; Safe loads for unfilled load Rom next lower haigM show,. lintem ls ust ve reduced'tay 20 % if bearing IsaI is S. For Ilntals long show, not sho, use safe load From IaBB th4m' li nd1a5... nXt IOr0Jaoni 14t J a th shown 2. NP_ = Not Ratod 93 All safe loads units of pounds per linear %yot .N 3 Safe loads are superimposed allowable loads. 10. All safe loads Vested on Glmply supported 4 safe loads)based on grade 40 or grades 60 field span. rebar II. The number In th the parenthesis Indicates 4he t -4'F"fabar may ON, substituted For two 5 Tabors percent raductl n For grade 40 field addsta In S' lintels only rebar. Example -6' lintel typo SP32-15 safe 6. The desigrlar may evaluate concentrated loads gravity load 9 412<e) w/ 15% raductlaw 9,412 from the safe load tables by calculating the (.85) 5BOI p f maximum resisting moment and shear at d-away from Facts of support. =FILLED WITH GROUT / U = U D r GF=ANTITY OF a5 REBAR' 1S BOTTOM OF LINTEL CAVITY aF115/1T QUANTITY OF 5 REBAR AT TOP LNOMINAL HEIGHT NOMINAL WIDTH 5 REBAR AT TOP MIN. (U REQ'O 1-1/2,' CLEAR _ C.M.U. Q J Q Z E GROUT � _ Z �g 5 REBAR AT 50TTC7M - • • OF LNTEL CAVITY BOTTOM REINFORCING 1-5/8'ACTUAL PROVIDED IN LINTEL / VARIE$) a' NOMINAL WI TH arN TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS L SOME LAERL (MY) WADSORLF) BAR LATERAL LOADS total Laglh Tyra V DOOR HEADER PLAIN B' DOM WADER SOLID Total L61gal T �a 510 PLAN BIB' Solo V-10' Proust MAE 9964 3'-6' Presrt M 2011 9'-6' Fiscal I" no4'-0' FRI se 1611 4' -V Rests BH b14 1.,. Fmcast mi 1521 4'-6' Show No 1166 4'4' Pre:eel I05 lass 4-V Rera°t Sells1103 4'-0' Pra%aet Sea 96e 6'-4' Proust b66 1356 6'-1' Precast "V firm 5'-10 Reset 543 no$ 6'-1. Prew E04 9a4 o-4- Preset s34 E64 T-e' Plzest 411 1B1 Recast bD Prxeel. %6 664 Pros\ I16 on 9'd' Pboael Mal 595 11.1. Pac4K 4d6 Sao 119' Reset 415 ant a'-0' FroSeet 361 514 D'-4' P(•set 354 145 9'-4' Re@A 21I 683 10'-6' Reu°t 192 /63 II'-4' Rsuat 190 610 I2'-V F..t b4 .54E 12'4'' Isseet 143 504 I Preset 116 404 14 -V Racfil N 39T 14-6' Raetral NA. 541 IS'-o Raetrsmd NA. 302 1T-4' PrNtreasad NA. 213 1W-4' Rartrmaed NA: n6 10'-O Reatreaead NA in 914'-''-4e "N NA of 324"leed 110 alreu NARa 99 NR - Not Raterral LOTTIS 34777 id, NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#U/#Q No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: I. CODES I.I. FLORIDA 5UILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606 1.2, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS IISSI 4 2101. 13. BUILDING CODE REOWREMEN75 FOR REINFORCED CONCRETE (ACI 311 IA. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10), 2, CONCRETE= 2.1. CONCRETE COMPRESSIVE 5TRENGTH AT 28 DATS: 2J.I. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2J2, PRE -CAST W/Pf.'ESTRES6 REINFORCEMENT-6000 1-51 2J3. GROUT PER A5TM C416 - 3000 F-51 W/ MAX 3/8' AGOiREGATE, 8' TO 11' SLUMP. 22. REINFORCING EARS: 221- STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM AaB tGRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT El (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE-5TR.E55ED STRANDS ASTM A416 1-WIRE, eTRE85 RELIEVED 210 K51 4 TAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNTI L STEEL IBFILLED GRAVITY CAPACm flrk COM GRAVITY LAPACItt (V5. am lye -ET CAPACITY (ISL fl' tPUFT CAPACm fIAw am BOTTOM BAR TOP Mft GRAVItt LAPACnY 2'-le I RECAST lLR (2)2 420 lan 7Ga0 952E 1000e 31 2'4Y RECAST fL2 fD2 2415 3631 W31 4815 4815 4'-0' T-V DART (L n (2) 2 TO .211 21H 3386 3306 4' -V 3' -V PRECAST (2) n (L 2 1343 else 2165 260I 260E 4 e 3.4 FRECAST rD n (L 2 1232 2011 2011 2421 2421 54 4.0' MCA9T l219 (Ln loss ten sm Sol 101 5 0 4.6- Pseeast (?15 (Ln ew MISS W23 141V loan b 4' 5.0' PFELAST (2)µ CVV IV no DD9 1216 1406 4 6 5.2' RECAST (2)M fa)1 110 1232 D33 1145 Taos 6' -V 5'-4' PREGIST mel f1ln 652 IN IIB4 SDI 1295 I.v 6'-2' FREGAST f2)µ f112 510 991 991 Seri 108E t-B' 6'-4' PRECAST f2)4 22 bel we 5s 1D4 IN1 B-0' 6'-B' PRECAST Rolµ (2)n 518 so 402 TD W4 8 4' T-V PRECAST (2) Al (L2 AN *I %1 696 921 9-4- B'-0' FRECAST (2)V am 416 Too Too 499 IN) 10.6' 9.2' Fill f1)µ wti 554 bS 6E No 615 Ill ll PRECAST (2)Is (a)'e 35 EST EST 31T Son IT-V W-B' RECAST (2)5 L)5 Tw Say an 211 %1 1Vull 1'-2' RECAST (L'5 W2 217 4W 498 151 5D S V puir PRECAST 01 (2)9 2M 45D 4 6 214 442 R-0' R'-8' PRECAST WE (2)0 199 490 430 PA 395 µ B' 19'-4' PRESRESSED re)µ (2)n NR. 418 416 no 40 5-4' 14'-O' PRE51TE55ED r2)N (1)2 NR. 319 319 T26 40I M 4 16'4/ PRE611EB9ED a)N (2)n DR. Me 2e5 b5 3n H 4 @'-0' PREBrfgBSED (1) 5 (L 9 DR. 224 224 BI 254 a0 O @'-B' FRE6rfgE5ED (V5 (L9 NR. , 201 Yi 231 al 4' 20'-O' PRE6rfgE5ED Was am NR6 m ill 101 a0B a1.O' 20'-B' FFE6rfff66ED Was am Naar P4 164 16D W 24'-0' 2Y-I' FREaRff65EP (2)Is (2)-3 NR E2 132 S4 b3 RR- NOT r.ECGr?IENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL Lorml CLEAR SPAN LNIEL TIPS LINTEL STEEL GRAVITY GRAVTTI" CAPAGRY all Oft LIPLFr CAPAtrm Was. oft IPLR CAPALm (1L05.0AU %mron BAR TOP BAR clWALm Mo.fl91 3'-6' 2'-2' PRECA6r a;1 (2)2 1646 TORSOS 100e0 1=0 4'-0' 7-1' RECAST (2)2 (2)2 Sees ]moo 100e0 low 4'-6' 3'.2' PRECAST (Dn Oil 414E woo 041 1=0 4'-0' 3.4' DART 2)n (21 3198 0000 I830 1=0 b.1. 4'.0 RECAST 0)`3 U)2 623E low 913E moo a-D' 4'-6' G T fL9 (2)2 9016 010E 466r loos al D`0 RECAST (2) N 71�- erm 6191 W 1141 6'6' e'Q' PFECABT (21"4 all 6250 62M 364E 6595 6b' b'-4' RECAST O)N (2)n SOTS 5616 3611 6124 PFECAl (L "4 431E 63D. 2636 450E RECAST (2)-4 409E 409E Team 428E B-0 V-S' PRECAST M-4 all 3T30 3190 eels 388E S-4' 1'-0' PRECAST 2)N 3470 3" 201E 3561 9'-4' 1'-0'. Fol (C-4 2134 2134 We 2B38 IL'-6' 9'.2' PRECAST 1 (2) `4 (V -2 go 22V @33 22B9 11'4 I0'-0' PRECAST (2)5 O9 1954 464 103, 209 D'-0' IL'-B' PRECAST (215 (1/9 1119 111E 910 ID26 11'-6" 11'-2' PRECAST (2)5 Q)3 Ibbl 1661 Na 1101 13.4 12 0 pOAST (115 (2J9 1501 1601 t13 lulu 14.0 12.8 FRO45T (as 5 139E 139E 636 1323 14-B" G4' T#Sir c55ED (a)N (2)n 1893 Na1 %1 113t 15-4' µ-II PfEStRES6ED (2)N 727q 1124 V4 536 lose ❑-4' b-0' PIEg1REb9Ep (UN (2)2 130 1330 411 N4 19-4' IB-0 PRE51IRL65Ep (215 )5 053 1 1053 334 653 10.0' IB-B PRE6TRE66Ep (2J5 (2J5 9l9 9T9 3D 65 21.4 30-a FFEBTRE6EEP (2J5 852 B52 119 540 t2.0 30-B RHBT�eBED (2J5 <Y9 191 l9l 161 501 1A-0 22-B BED (2)5 669 659 B AD TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPELNIEL STEEL GRAVITY CAPACITY (OA_ (emu GR4VItt CAPACITY flAN_ (1190 DRIFT CAPACITY n1 x (Nell UPLIFT CAPACm (t9L (215u BO11CM BAR TOP BAR 2' -6 T 2 0aE0 SO 0 T-6' 21. i (2) 2 121E S61 �00 10D90. 10090 4'-V 1'-1' _ P T (21n (2)2 613E 10a0O 1=0 10000 4'-6' 3'.2' PRECAST (11 n 1 (L n 5014. 10600 10mm 10000 4'-8' 3'-4' P r all 2 g653 same Was 10000 5'-4' 14. AST (2) as (2)2 1655 Well 1051 IV" 5'-10' 4'-6' P AST fall (P Sell 10000 ells I0�0 6'-4' 5'-0' T (2)µ (1)2 91 bow 474 cease 616' S'-T' T (2)N UPSease10000 4981 Bag 6'-6' 6'-4' i TT)µ GMV14 Nei 4231 sole (2)2 629E 6416 NQ 6411 I V 6V' T (2)µ (2)2 6we bal 3086 6163 11 11 6'-B' T GIN ( 1 n egal Baba raid Neu V-4• 1'-0' P i (21N f2J2 4631 483t Rol W30 V-4' 1'-0' PRICA91 (2)N (1)2 3L6 31a6 ER 36M 0'-6' a'V P 1 (2)N (2)2 2931 2931 ICED aces (D5 (2)13 1 2553 2558 121E 26a4 12'-0' 10'-B' P ASr (2)5 0Y5 290E 2305 M 2291 I2'-6' II'-T P tA9r U)5 015 2141 2141 101E 2090 13'-4 D-0' PIELA9r (L5 (2)5 1916 1916 sel 92 14'-0 D'-8' :Aar 0)as (2)9 111E ilia 1ai b35 14'-8 B'-4' 6g (21 µ 2 2345 1345 653 in 15'� H O' ag (2) N (2) 2 2136 2136 596 111E Il'-4 b-0' 11E08ED (2)N (2)n low 165E 4o4 516 4' ID-O PEES %ET) (2J5 (2)5 1910 Ekt 911 196 20'-0 V FESIRESEED (2)5 fell D9 941 6B6 21'-4' 20-.' PRE 11Eb9ED (2J5 f415 VE2 Cb2 504 be TT-0' 20'-B' 'Fog PRE@I}E9AED (215 G2)5 3114 931 255 %5 24'-0 22-e' FyrEP (2J5 fall _Ba4 8a4 139 4T9 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 28" COMPOSITE LINTELS LINIEL LENGTH CLEAR SPAN LMM TYPE LINTEL 5TEEL GRAVITY CAPACITY (OSL flm GRAVm CAPALm (In. (Im LKFF cAsACItt FAR. am UPLIFT CAPACITY all (am BOTTOM BAR TOP SAR 346 2-V PREC46T 0)9 10600 E090 O wal 4 O 2-e PRECAST am (L2 "Is 1a0a0 box image 4 6 3.2 PRECAST (2)n (2)1 own 23090 low 1000e 4 B 3.4 PREGAaT (2)2 UPS 550E 10Z0® Vale lO 5.4 4.V CAST a?S (L2 9611 bell o 10B0O 6 10' 48' PRECAST fell (2)n Tar 10000 sees 10000 6 A 6 0' PTECAS W µ (2) 2 Curb 102400 SON IRON 6.6 5.2 CAai (2)14 (2)n Imw Imm 530 6-e 54 PRECAST (D4 (2)n 96at w6 Soo L0A% 1-6 6.2 PRECAST al lL2 1408 "9e61 -384 16W fur 6-4' CIST fa)µ fall 704 9168 5662 V16 B 0 b e' RECAST M-4 a)IS 641E Too 3328 6661 B-o 1.0' Pill G)14 (a)2 Sol 693 3031 6091 9-4' B-0' PRECAST f2)-4 fell user NI 235E Are IL-6' 9-Y PRECAST rz)-4 (2)n 3526 3BW BW 3663 114' 10-0' CAST (1)5 (Ln Now 3290 al gets R 0' 10 B CAST (2)5 295E Pals E36 2V3 12 6 II -2 PRECAST (2)5 GM mile 2110 DR 249E 134 I2.0' PReaar a)9 (a)5 will 24b we 216E 14 0 -W34 FRECA6r (2)9 II16 22e 991 1941 44 112 13'-4' PfE51RE55ED IV% FLµ (2) 2811 1611 1431 15 4 14 -V 6 EB f2)µ 21n 16b 36b 6Nis6 663 131E Il 4 1Vo'' PRESTRESSED (LN 21n 2023 2=3 Sb =2 I9 A IBA' FRESTRE66ED IV as fell bat Ages .ale PF£5IRE66ED 12)9 !2)9 Rge W96 tans 305 153 21 4 20.0' PIff0rRE59E0 rz)5 !2)5 192E 669 22.0 20-e' FREgiREBSED rz)5 f315 7lt Dal SIT 3E bin 24-0' 22-8' FRE51oll 11.E fell loll m14 2K 52t TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LEPIGru CLEAR LINTEL TYPE LINEL 57EEL PLAN GRAVITY LAPALm GRAVITY CAPACITY (0)5L(m ciel LaPALitt all am UPLIFT GAPACm fteL(IM IRIFT CAFACRT fall am SPAN 501iP`I BAR TOP BAR 3'-6' a'-2' PRECAST SB ON B65 7490 4_r a_v PRECAST 0)R 1191 kin "M labs a 9 e-6' S-2' PRECAST Big ni Ibl Bea 148E 4 B' 9 4' PRECAST (2)IS 006 mi mi a96 B96 5 V 40 PRECAST 9 Ul &Be 930 W 1114 TIN 6-W' 4,6' PFECASi IT 511 No SeR an %6 6-'r 5 0' PRECA9i )µ Uln 4N 141 III TV BB2 6'-6' S-z' PRECAST )µ 4l6 TB Tfl 130 F0 6'-1. S14 R (CAST 2 46B 693 693 68B TSB 1 6 6-T FELA61 3B'I SBfa 6B5 6% KT 11-1. 6'-1. PRECAS <11R So 5K S68 Se 11-11, PRELA9i (tJn 363 636 AN IB2 See 8-4 TO 1-O' FR2LA07 (T/2 334 b0i 60T NI le DT6 9'-4- V-0' FR2LA07 (Lit - 43D 430 So 454 10'-6' 9.2' PRECAST µ (2)`2 '3 1 312 239 4T0 1114' b'-0 PRECAST GI 21D 1 345 so ME I 3B W-0' W-W PRECAST )9 TOT 2B1 em TD I 2V 2-6' II T PRELACY IS9 143 T4' 81 235 B.4' D-0' RECAST SI M 19 f30 I86 µ-0' D 0' RECAST (L5 W WD bl are SIT TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNI 5TEEL I LULP GRAVITY CAPACITY WI cuaACm WTI. (OM GRAYITT CAPACm (1XIom9U IPLft CIPAGtt (V6 GM UPLIFT GRPKRT (1SI.,rIal EOTTOM BAR I TOP BAR 3-B - P ( aw, 1w I Is9 A-r 2.8 PRECAST M2 (Lit IBI N3 14a5 tl63 3 4-7 T-10' FRECA61 0M (21R 1041 me 0 TIM EB 4'4 3'-V PRECabr (2)2 (2)2 963 use U30 Ift a96 4`89 3'-4' PRIVAST (L2 We A06 IOe "I B96 1a16 S`V 4'4' PRECAST UPS L bw M B46 1003 ON Sub, but. PREC46T (LN 41115 Sea Sea Sao Lee T uSr W-V PREI (Lµ 315 SINS 5bB 499 b4T a-0' TV' PRECAST 0)µ 2 4 3b 480 4w 313 No 9'-0' D4' RECAST (2)µ aV 45 4S M 44 DE 2c. COFICRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. - 3. MASONRY: 3.1 D261GN AND CON51IdJCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE M46ONRY ASSOCIATION AND ACI 530-Oe. 53. MINIMUM MA60NRY UNIT STRENII F'M 1500 PSI. - 33. MORTAR SHALL BE TTF'E S. 4. STRUCTURAL: 4.1. SAFE LOAD v4LUES ARE BASED ON LINTELS HAVING A BEARING OF W (WITH A MINIMUM ACCEPTABLE BARING EOF 4" PER FLORIPA BUILDING: CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R ICtl OR FLORIDA BUILDINCs CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 7104AB 49. u--(1) #5 CONTINUOUS KNOCKOUT BLOCK • TOP BARS •}•' SEE SCHEDULE ''• (1) /5 CONTINUOUS Tl �' 7/� STIRRUPS AT 4'-0' cc (11EDsOR WEDGED) I 80TTOd BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST (1) #5 CONTINUOUS r8'X1B' KNOCKOUT BLOCK "" -•--'�• PSI GROUT . r'• : PLACED IN FIELD) TOP BARS: '; •3 r SEE SCHEDULE •JM1i I' 1 (1) #5 CONTINUOUS T- '' Ml3 7/3r STIRRUPS AT 4'-0• cc (TIED OR INM DED) 8/16-S-0) #5A1) #5 PRESTRESSED Q TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS L2aEL L045 N CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CARAcHl' (OA f1,5U GRAVITY CAPACITY (I)5L O SU UPLIFT CAPACItt (V5L (Im WLIFi CAPACITY (1J5L (am 50HOTT DAR TOP BAR 1.6' RECAST f2J2 01 bell 0e- 10 1000E 3-6' AST (2)4 10 1 Vow 1000E d -0' Suer 2-e' RECA9t flit (2)1 92132E 10e00 I0a00 10o 4 W 34 FRECAR (2) `2 (Lit 6540 f0000 100w 0E 44l' 3' CAST (L2 (2)2 6564 TOSS® 1000E 5-0' ruff T CUS (7)2 love 99NO 56 loom l I0' 4-6' RECAST 0 9 (2)2 00 mm 106 1000E RECAST (2)41 W'S bell 1a000 a319 10000 6-V S-2' PRECAST a) `4 (2)2 mm 665 10om 6-B' 5-m FIEGAST Rolµ (2)2 10000 100fl0 WE 10om 74 o-T FRECAST (2Jµ (2)n SUN Imm 445E R16 1-0 b -0' RECAST (2) µ (2) n Bn2 Imal 4240 81 0 0 6 -V PRECAST W (2) 2 III pool 3633 1171 B-4 1-0' 9667 (2)N all 6194 loom 3516 1060 9 4 B-0 RECAST f11N a)n sego 6°93 2121 5501 bti 9-1. FIECAV (2)N (2)2 4086 5043 W94 424E 1 4 10 0' CAST a)5 (215 4T41 A21 118E 3593 G' 0 10 -8' RECAST (V a (2) 9 alas 911E Sea 31V 7.6 11 2 PFECAOT Was No M µ11 2B99 B-4' al. RECAST (2)5 (2)9 goes goes VS 2616 14.0 12.8' MCA57 (LS (2)9 2VI M m 226V 14 $' 13.4' % Rolµ V31 Nal 149 11 S-0 14 ON PRES1FE09ED a)µ ) 194E 2945 6B3 13ss TI 4 14'-0' FRESTRE D (L µ (1) n Tees\ 2280 532 105E 9 4 Il-0' P,E5I�BBEO (L 5 (2) 5 W3 So 436 844 20.0 18 B' RE51PE55T) (2)5 alga Sao ISE9 3r IN 21-4 20.0' RE6TREEBED (W 5 (2J 5 141E Tole 94B 691 14.0 22 SS (2)9 14.0 22-e' PREBiR:OSED GAS fL5 fall Ise 1141 714 D44 ABLE No 8 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNIEL J343N H CLEAR ,l R, LINTEL TYPE LINTEL 57EEL GRAVITY CAP4Gm (OML flaw GRAVITY cAPACm (199, om tPLIR LAPACIIT all rift UPLIFT CAPAVIR, NAIL GM apron BAR TOPBAR - '- On 1"AD RIVER Towl 3.61 VD. 7 1L2 W14 lmm lmm Iowa 4's6' 2'-B' s CART (2)n (L2 3051 lmm 14Z 1moo CAST - (Ln flit 7141 Dal 5612 011E 44' X4 - FRpAVT (2)2 (L2 zle Sell Sim lt5 5V d'-a` FRECAST (2)5 al 4111 4411 316E AND 5'40' 111 Incal C05 (2)2 S344 X64 goes 9%5 F'RECAVT FLµ )R 3038 x38 193E 3N 6'i' S'-T PRECAST (2)N012 U&I nal 2393 ?0d8 6'� e4' CAST rz)µ 2T30 213E 225E t0Y• 6'•1' RECAST a)µ (2)R 293 2193 1 I12S n09 T4)' 64• FRELACr 110E 1I 21H aS' 6'-0'_ _ Rgs err a)µ (2)µ MI 1N5 1463 1058 IIa• 1-0` PRECAST (Lµ ( ]SS7No 181E 1525 a65 FJS • IIC GAIT R)µ (2)2 511 all 1054 691 10'i' II -T PRECAST (2)4 flit 1265 1265 Sm Sol 114' Res' PRECAST (2)9 in W1135 big MI our III L48T (T 5 G)9 1041 1041 5N mi D'-6' F-T RECAST a)S Sea We 641 2D25 E'-d' it RECAST GL5 (2)n SIX 902 use Be K'-e• 7-B' PfF£CA6T _ (2)-D !L9 _ M I42 414 25B TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER Lwu Bl all SPAN LNTEL TYPE LINIEL STEEL GRAMY" CAPACITY (0ML(Il4 GRAVITY CAPACITY WSLflAw UPLIFT c4PACI7 OnL(IASU UPLIFT CAPACITY (InLaM BO'TTCI'I BAR TOP BAR C T 0 erove 996 Coca!) ad' T4P - CAST C01 (L2 3651 100o0 1440 Cecil FY r-M -. CAST (2)2 (Lit Bob 1*6 613 a9¢OD 4'-4• SAW CA9i (L2 (L2 3000 W53 SIR ease 4'8 A, T (2)n f2)n nit 6231 5150 1216 V.S. 4'-'I' RECAST fv) IT) 314 350 3F1 104E SIN wwr PRECAST (2)14 (r)2 213E 2136 459 2855 T RI, 6'-4' CAST (1)-4 (0) 210 2100 Russ 221E 4' T•1' ffiS+CA07 (2)'4 (212 An ISO 1241 IRS I II-P CAST (1) 14 fY2 1616 K36 9'14 on 3d' at •••i �si 13e 9 is •• 411 •' •yea• 3}}' 'a A R C H I T E C T S LONGWOOD, FL 32750 LeV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrou p.com AA #: 0003325 r- 01 �II""IIII �14vvvvv0000� E 8 E ,L su3BDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT*: 02784.000 PAGE: LINTEL LOADS & DETAILS ARCHITECT' STATE OF FLORIDA 16 , IDAT 2/28/18 SC A(fE: 3.1 or 6 File (,'Qpy A R C H I T E C T S Iffild • A • COMPONENT AID CLADDMQ WIND LOADS BASK; WIND EXP03U E FOR 3 SECOND GUSTS CALL4 SOUAFE WM./DR. WIN/DFL SUE ZONE 760 MPH WIND DESK3WATKN7 yypT}{ HE 0HT 1 22 3068 DR 40' 80, 4 21.9 / -30A 2 34 35-514 53, (03, 4 31.65 / -41.11 3 112 I6 -� 0' 192' 84' 5 25.91 / -3139 Hw 4 Il 25-SH 38, 63, 4 29b5 / -3220 EGRESS 5 11 25-SH 38, (03, 4 2965 / -38.01 EGRESS/TEMP. 6 54 8068 5GD 98, 80' 4 2132 / -29.88 1 33 lSH 15 1/8' 63 1/4' 5 2830 / -36.18 EGRESS E 8 22 2414 TRANSOM. 24' 14' 4 30.(04 / -3220 TEMP. 9 34 35 SH 53, 63' 5 31.65 / -41.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE vult DESIGN WIND SPEED. FBCR, 6TN ED. (201) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: 1. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 1/2" I-011 21_0" D8L PLA' �r m CABINET Ir�D a 16' O.C. SECTIW BM ■ BM 50' - 01 18'-3" 20'-0" 111-9" 0" 8'411 1'-01, 1 11_011 12X12 CMU COLUMN (3-TYP) 2'-4" 3'-0" o" I 13'-8" 8'-6" 19'-911 I 14'-G 11 I 71-3" 25-SH O EGRESS TEMP e u TUB/ SHWR BEDROOM 2 0 10'-I' x II'-2' a' -a' CLG �n SHOWER HEAD ® 6'-8' AFF. @ t1i 0 M N BATH 1( )ICI a,-8' CLG. - m e e b e ' 6 RR 10'-3" 2'-11" 2'-5Luivha " 1 OBEDROOM 3 R/7 CLG. i N i J. -- i j i j� o i LAUN @ = I iv-8' CLG' w IN �_L--J R--- I II HILL -I II I I I IuQ LL--- M.T. /Ib LAND. WH LLARD mX> ATTIC I I PAD OUT @m ACCEL— J WALL is 0'-101 21-411 6 _81 @ 2-CAR GARAGE N N 19'-2' x 200 a'-8' CLG. PANEL PAD -OUT STRUCK BLOCK e GARAGE WALL HB. 3 16'-0' X 1'-0' OHGD BM-------- — — — — — — — — — 2'-3" 2'-311 LANAI 20'-0'x10'-0' O GREAT ROOM 16'-2'x14'-6' 8'-8' CLG. m I1'-0" 4'-1011 4'-4" @ -- — ------ ---- R/i W I cv I i O O @ I I Ic .DW. 1IIILOU` ILLIQ SINK N` a'-IP1 11_311 --I� 4 r KITCHEN I- 8'-8' CLG. II I v m 4 A r-- I 3, " @ DINING ROOM 10'-6'xll'-9' 8'-a, CLG. O 4'-6" 4'-& 9'-011 50' - 011 F PLAN SCALE: 1/4 = I'-0' ELEVATION 'A" 2'-4' 21.411 -01�41_ a: 8'-a11 (2) 25-SH O EGRESS OWNER'S SUITE 12'-10' x 16'4' 6 _0. SHOWER HEAD I r 6 (o'-5' A.Ff- I� I� 1= DEN 12'-2'xl2'-l' 1 C 5'-8' CLG. 0 i BM Design GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII� �mmmom��o�� E V E I SUHDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02'784.000 PAGE: FLOOR PLAN ARCHITECT I' hd 35 SH O STATE OF FLORIDA 'u o ujQ ro � BM 2018 011, 0 D E: 4/23/18 s ALE:1/4"=1'—O" SHEET 4 OF' File Low ...,L..,. 1. � ..., SQ.FT. CALC.'S IST FLR. LIVING 1,833 SQ. FT. TOTAL LIVING ENTRY GARAGE LANAI 1,633 22 411 200 SQ. FT. SQ. FT. SQ. FT, SQ. FT. TOTAL 2,466 50. FT. COMPOMW AND CLADOM WW LOADS 8A31C WILD EIPOIXIM FOR 3 SEOOID GUM CALL + ZONE 180 MPN WINDFOOTAGE WM F3aHi DEBK M TION 1 22 3068 OR 40' 80' 4 219 / -30.4 2 34 35-64 53, 63, 4 31.65 / -4LIl 3 112 16'-00x'-0' 152' 84" 5 2591 / -313S 4 11 E�SS 38, 63, 4 290 / -32.20 5 11 25-SW 38, 63' 4 290 / -3801 EGRESG/TEMP. 6 54 80b8 SGD 98' 80' 4 2132 / -2988 1 33 (2) 25-SW 15 1/8' 63 1/4' 5 2830 / -36.18 EGRESS 8 22 2414 TRANSOM. 24' 14' 4 30*4 / -32.20 9 34 35-54 53' 63, 5 31.65 / -41.M WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA6D=124 MPH B. INTERNAL PRESSURE COEFFIGENT=+ .IS C. RISK CATEGORY=TYPE II �R D. EXPOSURE CATEGORY G 4' NOTE: VALUES FOR COMPONENTS i CLADDING PRESSURE ARE IPASED ON THE vult DESIGN WIND SPEED. FSCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED 5Y 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTUIRERS. NOTE: L PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBE2S T-0' � THE FNISH FLOOR WILL BE SPRAYED AND TREATED W50RATE' A TEWiTE TREATED �+Y 1'-011 21_011 KL// : DBI. CABINET 0*1or. SECTM N 4) ro N 20'-0' — — — — — — — — — — — — — RXI2 CMII COLUMN (3-TYP) II'-5" 2'-4" 3'-0"v I( 13'-SO " " 8'-619'-91 lJ V � vJ m ti'e R/T G a 10'-3" 2'-II' 2'-5" 1" � 04 C S3 BEDROOM 3 _ R/T 10'-0' xIZ'-8' ^I01 � IIL..IIIJJ _� ( r`:AIC I I�I I 1 of LAUN 1 iiiip-i rt 0 �LLARD 36X22 I I ATTIC I _ — J AGGE PANEL PAD -CUT $TRUCK 5LOCK • GARAGE WALL PAD OUT WALL • 12' APP, 2'-411 / 1-511 2-CAR GARAGE 8'-v CLG. 3 I6'-0' X 1'-0' ONGD �n SHOWER NERD • 6'-8' OFF. GREAT ROOM 16'-z'x14'-6' 8'-8' CLG. n 4'-10" t 0 C Rf il— — — — — — — (2) 25-94 O EGRESS OWNER'S SUITE IT-10' x I6'-6' V_v CLC% 4'-4" 2'-4" -oll C T e I I IG N I : Durt. • • „III 0% I m8 nm i4 2R-15E4 4'-2° 4 r------ 2 -I(e r--�7 8. 1 3' - 0 I I 1 KITCHEN I I O.SUITE 8'-V CLG. I BATH Cm A L-Jj I �, IB►—I 1 ail _ LI r-- 1 , x' co L-_ ._---� 6IC41-41, A -011 1 -0, III 4 III. SHOWER HEAD I I I I l l y • 6'-e' AFP. .III m III. DINING ROOMwl I 180 R r- 1111111 I I 10'-6'x11'-9' III III W-V CLG. I i I III DEN III - III 12'-2'xl2'-I' �LQ R/T C 8' 8'-U.G. O 0, 2'-4" 2'-4" 16'-0" 2'-3" 4'-6" 4'-6" 2'-0" 4'-8" 2'-0" 20'-6" 9'-0' 8'-8" 11'-10' 50' -0" FLOOR ]PLAN SCALE: I/4 = I'-O' ELEVATION 'A' I MEN aD m Lr A R C H IT EC T S Design Group Inc. w 11U vv vv U, rL Ou aV PH: 407-774-6078 FAX:407-774-4078 www.abdesigiigroup.com AA #: 0003325 molIll �INIIIIIII ��em00000om� Q) 0 OXY13DIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: FLOOR PLAN 000 ARCHITECT STATE OF FLORIDA n M■ /28 18 ,L4" 1' 0" )FAQ, Copy _� 5 6 -8° HDR HGT.s COACH LIGHT TEXTURED CEMENTIOUS TEXTURED US COATING PER (A6TM COATING PER GAETING C926) (TYP) (ASTM 026) (TYP) 0'-0" PIN. PLR.h REAR ELEVATION JZ�A—LE: 1/4' = 1'-0' ELEVATION 'A' ATTIC VENT CALCS AREA OF ATTIC 1w%rr. NET FREE VENTILATION AREA REQUIRED (1/3 00) QU . REQUIRED VENTILATION AREA (8.11 s 144) 879.8 K BON. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 a 879.8) 430.9 SQ•111- OFF RIDGE VENTILATION AREA 115 SOFFIT VENT VENTILATION PER LF I 11.74Q IR1•9gjN. ILF TOTAL # OF VENTS REQUIRED &83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 440 SQ•dil. REQUIRED IF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 8'-8" BRCS. HCsT. I'-4" 12 5 (TYR) 21'x63' DECO LOUVERED SHUTTERS (ATTACHED PER MFR SPECS) SCALE: 1/4 = I'-0' ELEVATION 'A' --- ------------ --- --- - -8 -S' BRG. HGT. --------------------- - -�0'-S" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 01_0' FIN. FLR.,t, - - - --- - --- --- -- — - — - — - - - — - — - -------- - - - '-0' PIN. PLR 0'-0" PIN. FLR.0 _ LEFT ELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A' CTEXTURED CEMENTIOUS COATNG PER (ASTM tt C926)(TYP) r IGHT ELEVATION V-8" BRCS. HGT. �I'-4" - 6'-8' HDR- HGT. -0'-0' PIN. PLR. DETAIL. 1 SCALE:3/4. 1 BAND DTL. z 3 BAND. DTL. / +I BAND DTL. 4 SCALE: 3/4 = P-v S' DIA. DECO VENT PIPE (TYP.) A R C H I T E C T S 'W 407-774-6078 v FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 rilk �IIIIII"II �00000amem, • • Ak SiJHDIV. de LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: ELEVATIONS ARCHrTECT- STATE OF FLORIDA DA": 2/28/18 S9QALE: 1/4"=1'- 0" SHEET 5 O� 6 FAle. CeiDy CONNECTOR �' SC� 11L E D U LLIJE CONTROL GATE COT-01-15 {J SIMPSON USE, DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER ME74-I6 1450 HTA 16-I5 1400 (T) 106 x 1 1/2" LPLY, C6) I6d 2-PLY, (USP: (10) 10d X I la' - NO I66 OPTION) (2) META-16 1505 (2) LEA 16-18 2800 (IID) 10d x 1 1/2" 1-PLY, OUST (10) 10d x I Irz') 1500 04) I6d 2-PLY (USP--NO I6d OPTION) HETA-16 1510 HTA 16 1615 5) IDd x I la' I -PLY (8) III 2-1-LY USP 00) 10d x I IQ', NO I6d OPTION HETA-20 1810 HTA 20 1015 9% IOd x I In' I -PLY, (8) 16d 2-PLY USP: (10) 10d x I In', NO I6d OPTION I. 2:500 O (2) HETA-20 2055 2) HTA-20 3R0 n0, IOd x 1 ia" LPLY USP: (10) 10d x 1 I/2' SP: (12) I6d 2-PLY (UNO I6d OPTION) LGT-2 USO LUGT-2 1315 (T) - 1/4' . 2 1/4' TITEN, 2 PLY (UBP: BLK (5) 1/4' WE, WOOD (16) 1Od u� DETAL-20 2480 NO USE CONVERSION FOR SIMP50N PETAL -RID (10) - 106 x 1 1/2, 1 PLY Mai 3365 MUGT 4000 (I) 5/6" HER. IN HIGH STRENGTH EPDXY (MIN D. EMBED), (22) IOd TO WOOD (USP: (25) I0d TO WOOD) -_ - 10530 HUGT-2 8365 a) 3/4' A.T.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (6) 10d) :lGT-3 1PS30 HUGT-3 3365 a) 3/4' A.T.R. IN HIGH 51RENUTH EPDXY (MIN. 12' EMBED), 06) 106 TO WOOD (USP: WOOD (0) 10d) LGT3-5DS25 32$5 LUGT-3 5330 (12) 5DS I/4k0 1/2' TO GIRDER (4) 3/8" x 5" TITEN NO TO WALL (U5P: CONG (4) 3/8" X 5' WEDGE BOLT, WOOD (12) W626 LTA 1210 PARALLEL TO WALL. 1429 PERPENDICULAR TO WALL LETA 1555 NOT 10d x 1-112" (USE = CIO) 10d x I In VG I 4540 NO USE CONVER510N FOR SIMPSON VGT (V 5/8" A.TR IN HIGH 5TIRENGTH EPDXY (MIN. Q' EMBED), (16)-SD6 V4W' TO WOOD (2) vGT 1I55 N, USP CONVER5ICN FOR SIMP5014 (2) VGT) (2 3/0' A.T.R IN HIGH STRENGTH EPDXY (MIN. Q' EMBED), (32)-SDB 1/4'X3' 12 PLY MT5-12 1000 MTW 12 1595 (1,X IOd x I la' CUSP: (14) 10d x I In', (14) 1") NTS-16 1150 HTW I6 1660 (16) IOd x 1 1/2" (USP: (I6)106 x 1 V2', (16) Iva) HT5-20 =50 HTW 20 2045 (24) 10d x I In, (UBP (24)10d x I IQ', (20) OdL' HTS-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP! (241106 x I Irz', l20) Od) LSTA-1. .- 525 LSTA 12 3T0 (10) 106 USP (10) led LSTA-18 . 123E LSTA 15 1360 (14010d USP: (14) 10d M5TA-IB . 131S '^5T— 12 131E (14) 10d U6R (14) 10d M574-24 •• 1640 META-24 ITSO (IB) 10d USP: (19) IOd (n MSTA-30 :. 2050 MSTA-30 2140 (22) 10d USP: (22) IOd MST4-36 2 550 MSTA-36 2525 (26)106 UBP: /26)106 H MBTI-96 3800 KSTI 236 5050 (36) 10d x I ill' IU5P= 156) 10d x 1 1/2' MSTI-48 5065 K751 248. 4250 (46) IOd x I IQ' USE; (48) 10d x I In. H6 S50 LFTA 6 159E (8) Sd TO PLATES, 1818d TO STUDS (USR 06) ed x I In., (16) 8d) SP4 885 SPT 4 545 (6) 10d x I I& TO STUDS USP: (b) I0d x I IT TO STUDS A34 395 MP 34 410 (4) 8d x 1 1/2" TO BEAM, (4) 9d x I Ill TO POST. USP: (4) ed x I In' TO BEAM, (4) 8d x I V2' TO POST. HCP2 645 HHOP 2 10T0 (12) 10d x I IR' USP: (10) 10d x 1 IQ' TO TRUE$ III 10d X I IR' TO PLATE H 1340 RT 16A 2180 (I6) IOd x I n'" UBP: (5)10d x I In' TO TRUSS. (5) 10d X I I& TO PLATE rYGT4 HDU4 4569 PHD 4A 4939 (Ni)-606 V4'x3' TO WOOD, III1/4"x2 IQ' W(THREADED ROD, (2) NUT$AUA6HERB PLY USP: 5/6' ATR MIN. T' EMEED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS 4 HDTE 4540 TDX 10 5110 (16)-SD5 114"x3' TO WOOD, (3).3/4" STUD BOLTS W/ THREADED ROD, (2) NUT5/WASHERaFLY U5P: 7/6" ATR MIN. T" EMBED SET IN HIGH STRENGTH EPDXY (4) VB' THRU-BOLTS ABU 44 2200 666E PAU 44 2535 b1, (I) 5/8" ATR IN HIGH STRENGTH EPDXY, (MIN VEMEI N CONC. ell 166 TO WOOD USP: SAME AS 51MPSON ABU 66 2300 12000 PAU 66 2535 M515 (U 5/e" AT.R IN HIGH 5TRENGTH EPDXY, (MNL T' EM A IN CONO, 02A1 d[ TO WOOD USP: SAME AS SIMPSON (n LTTIE 134D 5 !9 120E (V 3/4' A.T.R. N NIGH STRENGTH EPDXY, (MN. T' EMBEDJ N OONC. (DAI TO WOOD USP: SAME A$ SIMI D-` 0 LTT20B «a 1500 LT5 20B 1105 (V Ill A.M.R. IN HIGH BTRI EPDXY, (FIX T' EMBED.) IN OONC„ (10)10d TO WOOD USP; 3/4' ATR MIN T' EMBED SET IN NIGH STRENGTH EPDXY, (10) IDd, (10) 0d x I V2', 2-IR' _ U HTT4 4455 HTT45 65 (U ". A T.R IN HIGH STRENGTH Ill )MIN T• EMBED) N OONO, (15) SD50 X I In- (USP (20)11 X 2-1)29 USP HAS MORE NAIL OPTIONS. (20)10d; (20) led x 1-V2', (20)16d x 2 Irz' z Q FEES 5050 HTT45 5450 (I) 5/0" AT.R IN HIGH STRENGTH EPDXY (MN. T' EMBER) N CANC• (26) 16d X 2 Irz' (Ul (20) 16d X 2-Irz') USP HAS MORE NAIL OPTIONS: (26) 10d, (25) IOd . 1-In'. (20)16d x 2 1/2' HHDOII-5Pe 25, 11,510 LEAD 11 120SO (V I' ATR IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED? IN CON ,, (24) 505 Y4' x 26" WOOD 6 W5 CUSP: (24) W53 WOOD 3CREU3) HDTB 664E TDX 10 5110 (VTIB' AEA N HIGH STRENGTH EPDXY, (MIN. 9' EMBED.) IN CONG„ (3) 3/4" STUD EOLTS TO WOOD (USP: (4) 7/8" BOLTS) n W 0 Z = MBHA 35641.15 3415 5330 NPM35XI21 3105 1130 BNF'iOb (1)3/4- ATR, IN HIGH STRENGTH EPDXY, (MIN. W 15 EMBEDMI IN OMU TOP, (1) 3/4' ATR N HIGH 6M 7,4 EPDXY.': MIN. 6l5' EMBEDMENT) IN CM. PALE, (IBTOd TO BEAM USP n) In' J-BOLT UD MINIMUM 6: EMBED, < NOT LESS THAN 4- FROM EDGE OF OO:NO W/ 3/4' DIA ITW RAFBETiREDHEAD DYNA BOLT SLEEVE ANCHOR OR EO, W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. HUSG412 (WOOD) 3639 2660 (FLR) HU54121F 3060 2530 (FLRJ (10) I6d TO HEADER, (IW I6d TO WOOD UBP: SAME AS SIMPSON 6E (ROOF.1 NOS 3225 (ROCF) 4UG410 (CMUJ 1810 5085 ND410 IF 1905 31T5 I'll I/4' x 2-3/4' TITEN (BPER FLANGE) TO G1U, (10)'0d TO WOOD: (USP: (IS) 1/4',x 3' 163 SCREWS, (10) 106 TO WOOD. HUC210-2 (CMUJ 160 508E HD210-21F IS05 3175 (ISl 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (IS) 1/4" x 3' WS3 SCREWS, (10) IOd TO WOOD HU0210-3 (CMUJ 1610 4000 Hp210-31F IS05 3175 00, 1/4` x 2-3/4' TITEN (S PER FLANGE) TO CMU. (10) OF TO WOOD: CUSP: (18) 1/4" x 3' W53 SCREW@ (10) 10d TO WOOD LGUM26-2-5D5 1430 55S5 NO USP CONVERSION FOR SIMPSON LGUM26-2-8! 19 (4) 3/8' x 4' TITEN HID ANCHORS <2 PER FLANGE) TO CMu, l4) I/4" X 2 I/2" SD6 SCREWS TO WOOD HIGH 6TRENG7HI EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGIPIEFR OF REOORL3 FOR WRITTEN APPROVAL PRIOR To SU55VILTUIG FOR SIMILAR EPDXY PRCDUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBECMEi IT 15 GREATER THAN T- DESP. THE VERTICAL CELL I'I OMW, WALL MUST W RULED SOLID W GRCUT .+ IOd COMTOI'! NAILS CAN BE SUBSTITUTED WITH 106 r. I Irz' NAIL$ IN CONJUNCTION WITH A 23 , REDUCIII 2IN THE ALLCWABLE LOAD. WREN APPROVAL PROM THE =RO TEECT IS REOWRED FOR THIS APPLICATION PRIOR TO NSTALLATION 0 « MINIMUM EMBEDMENT INTO THE TOP OF A EONOBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FUUY 1pv LILL BE T' W F— AT.R = A-301 ALL THREAD ROD (SIZE. PROTECTION TYPE, LENGTH, ETC. VARIE5) 0 Z 5ECAU6E OF THE WIDE VARIETY LR MATERIAL5, LOCATIONS, AND CONDITIONS THAT MAY AFFECT COAFIEOTORS, THE CONTRACTOR -'-S BE RESPONSIBLE FOR MAKING 3JRE TH T THE PROPER CORROSION PROTECTION IS USED. , M t USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / 400 GALVANED OONJEOTORA USE ..15 NEERS GALVANIZED PER ASTM-41S3 USE OF EXPANSION ANCHC-R5 WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL PROM THE .-RDTTEQ- ENGINEER CP RECORD PRIOR TO USE. A-L CONNECTOR VALJES 545ED ON SIMPSON "WOOD CCNSTR)OTION CONNECTORS C-2013' , 'HIGH W,D-RE815TANT CONSTRUCTION C-- '5, ANC ANCHORING 4 FASTENING 5YSTEM5 FOR CONCRETE 4 MASONRY CATALOG C-54$-2012. 9 2 x 12 (•2 81 -In*' 065 ITYPJ NAIL (3) 12d s 6'-B' OL. TYP, 2X12 BM IHDR. @ ENTRY ------ MINIMUM SD REQIMT MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0' UND. W-II 1/2' 7'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OP FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES. - 1 HURRICANE STRAPS TO BE MANUFACTURED BYSIMPSON STRONG -TIE OR EQUAL, U.N.O. 2 TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O. • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3 TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS 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 J8 J8 MGT —s BIG $2E IX4 5TM. CHORD GABLE BRACING (2) HETA-20 DIAGONAL5 FOR BOTTOM CI-{ORD DIAGONAL-5 FOR BOTTOM C14ORD ._._ . _ _ — u xI. I. ♦ �Ar•Iwln- m nI l III /- MAV /tYE7 ) HUC-4I0 ROOD FRAMING PLAN SCALE: 114 a I'-& ELEVATION 'A' (2) HETA-20 (2) HETA-20 00 J2 JS J& J4 J2 A R C H I T E C T S Design Groul nc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII �emmoae0ea� SUBDIV ds LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: ROOF FRAMING PLAN ARCHITECT - STATE OF FLORIDA D E: 9/28/18 S ALE:1/410=1'-011 614MET 6 or 6 File Copy PRE- ENG. TRUSSES 12 t ECURE PER FRAMING NOTES TRUSS t0 (2) 2x12 CEAM P.T. Ix2 W1 MTL. DRIP EDGE TOP OF ARCI4 PRE-GABT �° LINTEL ARC-4 SPRING: POINT co TEXTURED CEMENTITIOUS COATING: AS PER (ASTM C92(p) (TYP.) d SLOPE,. Mi VA VAice/ :•' �% PAVERS FOOTER PAD MEYOND) POOTMo IDEYOND) (SEE POUNDATION PLAN) (WE POUNDATION PLAN) 1 ENTRY SECTION SCALE: 3M' = I'-0' ,L0'� 0' FIN. FLR. A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �II""IIII,. L\000000000J E 8 E O m STJHDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: ENTRY SECTION ARCHITECT STATE OF FLORIDA %* o t see/ DAT . 2./28/18 SC :1/4"=1'—C SHEET 7 OF 6 File Copy ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IJ 110V DUPLEX ® RECEPTACLE 1 FLOOR ® NT MOUNTED DUPLEX RECEPTACLE 110V SWITCHED 15mom HALF lwlrrcww DUPLEX RECEPTACLE I10V GFI DUPLEX EC UPPED W/ C+fZW FAULT MTER1PhkR R RE816raNT GFI RECEPTABLE � ® 220V RECEPTACLE 4 URE Ca#ECTla4 110V DUPLEX EG UFFM all C442M FAULT d(�I RECEPTACLE MTER AKER MEA1FER PROOF) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURIE- WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTUIRE- WCE55ED LIGHT FIXTUIRE- HANGING LIGHT FIXTURE - CEILING MOUNT LED �{ LIGHT FIXTURE -FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTUW- �C VP. VAPOR PROOF kj( LIGHT FIXTURE -PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL © PANEL METER SMOKE 15M. BACK-UP W) WARMRE SD DETECTOR MTEwatectED CARBON MONOXIDE MATT. HACK -UP IW HAR7WIRE DETECTOR MTEwxwfCTEo CEILING BOX REOUIPED To BE O J-BOX IIIUPPoRw IN Acco1VANCE V MOX MARCEp A8 ffiJC14 FOR MOPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET (3) 0 1 THHN/rHIN COPPER CONDUCTORS, (1) M 6 THHN/THON COPPER GROUND IN 2" CONDUIT. TRANSFOF41ER BANK: 50kVA VOLTACsE: 1620/13200-240/480V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT CM DISCONNECT CIRCUITS AT SECONDARY SIDEt 020/240 VOLTS) AND METER MLO MAXIMUM FAULT CURRENT: IWW amps CAN POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE 200 A" IP EL_EGTRIGAL- RISE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY U/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5.499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45.745 FLRST 10 KVA OF GENERAL LOAD AT 100X 10000 REMAINDER OF GENERAL LOAD ® 40X= 36,746 VA s (.4) 14,999 TOTAL NET GENERAL LOAD 24,M 4-TON HEAT PUMP41 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA a (85X) 3250 NET GENERAL LOAD 24,= NET TOTAL HEAT 10.450 TOTAL LOAD 95148 CALCULATED LOAD FOR SERVICE 35.148 VA / 240 V= 146.45 200 AMP SERVICE PHONE / DATA WEATHER PROOF BOX INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THUN COPPER CONNE( TO CONCRETE ENCASED FOOTER STEEL COLD WATER PIPE. NOTE; IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. GABLE / TV WEAT14ER PROOF BOX COACH `�-------�__-^'_ COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4 = I'-C' ELEVATION 'A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��oomomaovo� E 8 to E C SUBDIV. 8eTO O AKL L LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT& 02784.000 PAGE: ELECTRICAL PLAN ARCHrrECT-. STATE OF FLORIDA n na 8 /18 SC*iM: 1/4"=1' — 0" SKEET 8 OF 6 panning & Development ServiceDepartment \ Building & Regulations 13 vision Ismdua Review .Atfii q N ��6vNo Ylenldlnl; Permit # _ �.�. Ownwtm Name ........ ,tpYpxlicant Product Modei Number Opening Design Product Rated Manufacturer Product Qacs Type Ma tlaod of Attachment Pressums oesi:gnPressure Approval tveamber Windows Serie 470t0 +32,3 ,,-4 62, +50p1,01'TV M Gc`m FTA40i39-R.'2 : t*totifetrlct tliati;3t1G"FfW"Tapconwith Single Hurl p hnq,,e sufficient length to achieve 1 114" 25Sll t gfess min{mratneTntiethnaalt. Required anchors; Head (2), Jamb (3} Each window. 6no 3/16"frW 1'a peon with Windows Series 4700 k32_47' -42.62 30!-60 DI' Ply Gem FI @4039-R2 � Nou-fsl rr<a K Single Hung Flange sufficient length to .achieve 1 114- 2 ';II F press r i mininatarnembedment,. Required' Temps. Y anchio Head (2)Jamb (3) Each ...�.. «� owa�s rei7es 47-0,0 r 32 37/ 42.62,. t 50..(V 1)}' ....Fly {rettr.. F l.'t4rj3g 12 Non-ftnpaci One :Vr I`f W 7 apocon with 4ln& Hung Flange spiulficie tt lantgth to achieve 1 1,14" (2') 25_SH j Ininitnum rmbe lniolit Required Egress S; anchors. Head (2), Jamb (3) Each window, Windows Series4100 32 371,4:2,62 _ +501-60DP Ply Gem FL14039.R.2 Ntul nilxact One 3!16" rrw rapT on with Sinoe Hung Flange sutliruni length to achieve 1 14" 35_SH Egress mmimurn embedmient. RequkLd anchars Heard (2)Jamb (3) Each vrtndq , Windows 5eries4rU0i ':3'2371-42.62 +503 U[lp P1yGent E'1.,p40}19.[Z2 tilsn<Rcztipz.t t;?zte rp(s"C"p'1'Y'aapac:anwith Flange suffli ent le€nth to achieve 1 14" 2414 Transom l minituutxt einbedment. Required Ta mp. anchors: Head (2), Jamb (3) Each t ufi'so{75 "acmes 4156 tY A „`• 75 DP Fly Cr,w:au k'1,.15264.'_ 3 16" ITIM %crn scrvws of Flange Kufl ciem telwgC ` ar tlxl-; l'L' TrImInium Ci➢77t'T�C� , It,. *andt[isaita��tlr3 �CfiiS4'�t} ::4.74 42.62 rt-50 l� Ply ta.. .... F�+t"e}°ut�� aj twc�t,.late^ v rr` j.... i .. i °„"i # Hea(IISill 6qq Jamb fsa Each window, Swing Type 0,00r$ a 0 K8,0" 3 *0.64f 1U 64 .a,.,,. ..a,�,,.., f1 f (} Err 0 ... .....,,.�....-::��r.-,nmwm. 7h�xnta Tact n�cccc.,acc<exwn+. 5 1 i Rc11 1L5 a.-_,«.:,., x,x«...,. �erA ., uw.....:-�. 1Tthf itapcon %' taYin Fattbtkdrmmnt 1... ......x+...m<W..<..sro.4.eb.,.a...:�:,:.. .............� smooth'star ......:. 1 Y4": Min Clearerica to edge 2, tuilis a.Ctegirance to adjacent anchor 4,,,. R ELCOJ Tapcun 114", MIn Embedment 1-1W, Min Clearance to edge V. Min Clearance to adjacent anchor 41'. Anchor 5 cing Max 181Y 03 C. _ __ _ _ Garagewin a. la>x "la.ac(�1 '^.1h •;I. 9 }3ck'42 (,lopay FIA6546A N/A darters tobio onvertklejamb. r`xl 9;" it,ph embodded Topcnn. Max spaclrlg of 7 '.4" and 1 " 00 steel waast"a6r required„ Uoor its jamb; 13 GA GALL Steel flag > " brtach,dt attached to jamb with (3) " 5r`16°g' X} 1 5/8' lag screws and to trek with 2 MV X 12 CA GALV, Steel brackets attached to lamb vAth (I l 5116' X, I 5lt1" L,A a screw per track beast&. rintecticn 24ka Steel NIA +40>40 F.^t<astern-Metal FLI 1904.2 NIA 'A' Tatpwn Anchors, SG Tapcorm. or Panels Supapsly° W x aJ.' All Points Solid -Set Anchaors. Mintmum embedment into concrete of Rn.�a c rtrikatl ir* & rated and AYIA TiF A 7 arnk+a FI `;5i rf 11. N " a 'Apply roo +:ement to that undutside, Off lkid,ge back and side t'iaangosofthe ridge visit vent, Cement should be,,4" thick and cxtclul .'k." onto rein£ aandeTlayment. Attal;hed vent tarp and silo: Barg es to deck with nails spaced R" aa,c, and f ill" bona exacta end. After t Uni.ng flange to d ck„ nail .nid adhere loosomed shingles with flashing cemem, Apply flashing ceawntto vxpoa*,,ct mall hw%aads and awbercver 1 ante wYlw+ encwc t sFinrl s Rooting Undellayment N.'r4 t*tr.t N/A. Trinity LRD FL1521 to-1t NI;`A F161c1 spacing max 12" O-C. Staggered overlaps attached fs" O.C. With corrosion resistant fasteners with V diatmeter piaastic or metal crap nails. ...... __...... __._._ -- ......__ ..._...._..... �S nails per shingle. Standard type Roaring Asphalt�rA ......... ' iA /A '1':aenkrs i 1:,13355 lt:I 1St,� 5h l ies roofing nail, malt shanks should be 12 gauge wire and minimum head of 3W Plaits should penetrate deck completely and extend at least 118" I have reviewed the Above components or cladding and 1 have approved their nse in this structure. 'These products provide aadequaate resista nce to the >sind loads and forces specified by current trade provisions. Name: _ .-.,.,.-. Si nature: Design Prof. Cert. No. ,.. �.....,.._ammmm_.. � _m-Ae7 m... ..... - Date. ARCHITECTS 4Design Grou Yrac 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nnnnm ��em0000vom� siJHDIV. ae LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PEtOTECT#: 02784, 000 PAGE: PRODUCT APPROVAL ARCHITECT STATE OF FLORIDA DATE• +2�d28/18 9C :1/4$$=1'-0" SHEET 9 or 6 F110, 'Copy A R C H I T E C T S (D $S REOAR VillA' Y UV CGNG POURED Cl (20' MN LAP) R-d) N8'IL. MR TER TDM EIM (I� COATING S• O'N In' *YP. i MD. 1111000 DAM LA�UIF in, RECESS 2)4e REDAR ON CHAIRS 1-STORY FOOTING (TLBLOCK WALL SEQ)RE DT. PLATE TO SILK SY ji ANOFIOR TSECURE: IV32' PALT UY 2' W48HER SET IN SIMPSON H04 STREAM :MF'80N MAXEPDXY 6' EM WV- MN. • OC MAX. 4 R SAR VERTICALLY UY CONC. URED CELL (211' MN LAP) 4.1 NWL.MN KNRED CEIENTIOJE COAL R (ABTM CS2i)(TYPJ Cmu 6YP. UL. ED. 40 SAGE FILL I E I TETREATED F 2 uJ g 2 d• I In' RECESS 3 In' CCW_ SLAE (2) aS REEAR ON CHAIRS OR PAVERS PER ELDe SPECS LANAI/ENTRY 1B STEP-UP 1-STORY ' 3 In' CONC. PEW. W 6•xb' "AMdIAA WIF OR FIEER'ESN ON 6-MIL z POLY ETHYLENE VAPOR EARQIER ON I'm I -COMPACTED CLEAN in , I-q• TERMITE TREATED FILL (2) % AEEAIF ON CHAIRS 1-STORY FOOTING 6 AT L.B.W. �W/ UPLIFT) :T 10 SHOWER RECESS FOOTER (D'e VIEW DOUEL LAPPED UW EOND SEAM (0'S REDAR AT CORNERS W 28' LAP MIN. TYP. REBAR LAP C AT LINTEL. CO�RS 3 YY Cm 1l W 656' �o-MIL FORFlES YAl i 6M FGLY MILL-COVACIVID BE YAPGR 4FaiH TEAMITS 1IEA71E7 iLL `,e REEAR ON LA 4' CHAIRS GARAGE STEP-UP 17 NON -BEARING SEE MANi PRODUCT DETAILS FOR RBOUIRED 81g AND DEFT OP RECES6 FOR SIiD. TRACK w 4VARIESFINISN FLOOR m > Q a a SLAB AT S. G. D. 11 SCAB 1,00 4 M HORIZONTAL/ VERTICAL (D_Bor wORCING L� PAVERS STUDS i OC. MAX Y i�`IwCOW, F'CUPW (28' MN LAP) - S 1 ■ MAD OF GAR"E z e' cm VARIED UTH SLOPE L S. wp el ET. PLATE TO &AD UtASHER SET N SIMPSCN HIC#N ;p 011lD FEKINf VARIES L STREPI6TH EPDXY 6' EMBED. O _r_ N "I 32' OC AX. w at a ° > L ° 3 In' GONG. REEF. W 6'x6' `? a 8 In' CONCs RENF. UV i'xb W�4MN.4 WIP OR FIEERMESH ON WM,W.4 U P OR FIEER'ESI 6-MIL POLY ETHYLENE VAPOR = ON 6-MIL POLY ETHYL@IE MARwER ON DELL -COMPACTED DARTER ON e' CLEAN TERMITE TREATED FILL m I -COMPACTED (2) 4 REC AR ON ONA0i8 uEt 2 d• d' TERMITE TREATED F�� m l3 (2) all FEDa11! ON OiIAIRB GARAGE STEP-UP 3 1-STORY L�B�_ a • J 3 In' CONC. REINK UV i'z6' W.4K"S.4 ALP OR PIOERMES14 ON PAVER — — 6-MIL POLY ETHYLSINS VAPOR EARRER ON "ELL -COMPACTED BASE CLEAN TERTREATED PILL TRFILL FOOTING EEYQND EXTEND FOOT (EDAR ON f:HAIR6 UNDER PAVE" @)G9AARAA_GE DOOR FOOTING SCALE, UP.T-S' MIRED LINTEL CONT- (Tyr.) Cm FILLED CELL (TYPJ WALL FRAMNG FLOOR TO all BEA1M. SET N .1 i■ PROR TO FILLING. (SLEEVED ANCHOR N Ill FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO W LOCK WALL CONNECTION ecALE, In•' v CsRCA)tED BOND BEAM i TE VERTICAL ROAR To NORILITIONAL c ° a DEAR w) Io' HGgC GROUTED Eli BEAM a I_-:j NI SAN UV IO' FRI:A OmA_ RE3AR OCK i� HORIZONTAL/ VERTICAL REINFORCING AT Cr BEARING CHANGE 1-STORY FOOTING 4 AT *AGE `3 M. CONC. RERh IW 6'x6' W+b41IIA VIP OR FI3ERMESH ON 6-MIL POLY ETHYLENE VAPOR DARER ON "ELL -COMPACTED e' CLEAN TERMITE TREATED FILL (D A IEMR ON CHAIRS 9 THICKEN EDGE eGL6 I (U'e REDAR SET N SI IRSON HIGH `'' e'TIOENSrTH EPDXY 6' IMBED. MN. L d 3 In' CCNC, RESP. UY 6'x6' = WAxW.4 WIP OR FIDERMESH ON ' 6-MIL P'OLT ETHYLENE VAPOR EARRIER ON "ELL -COMPACTED CLEAN TERMITE TREATED PILL TYP, RETROFIT FOR A OMITTED DOWELS E ET. PLATE TO (I) Ift MAeOB ■ 32' O.C. IMAXJ o 3 In, CONC. RESF. UV 6'x6' 44WA4 WUa OR '7p PIBETFI'IESH ON b-MIL POLY ETHYLENE VAPOR "I 4' 8' 4' ON DELL -COMPACTED CLEAN T-d' TERMITE TREATED FILL !2) M) REEAR CN CHAIRS 1-STORY FOOTING 5 AT L.B.W. (W/ NO -UPLIFT) !GALE iiii a WALL ill 3 In' CONC, "Ell "V WKS, WAxWh WU° OR POR'RMESH ON 6-MIL POLY ETHYLENE VAPOR S AF^ER ON "ELL -COMPACTS! ;7V CLEAN TERMITE TREATED FILL �L OIREObB FOR PAVERS) 4S REEAR ON C4LAUS5 PAVER RECESS 9 0 ENTRY DOOR g (2) b REDA ■ I -STOW (3)'D REBAR 6 2-STORY J OUTSIDE REEAR TO DE cONTIMJois ° a a REBAR LAP AT FOOTING 4Design Grou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 aumnei ��oomosa S DDM ae LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT*: 02'784.000 PAGE: FOUNDATION DETAILS ARCHITECT' - STATE OF FLORIDA gRt�T DATE:/ 2V28/18 SC :1/4"=1'-O" S lit ET SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2x6 SUB -BAND — VENTED ALUMINUM SOFFIT J' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C920 OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER OVER PER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') SECURE GABLE t0 2x8 P.T. PLATE w/ 12d NAILS a 6' O.C. MAX PLASTIC OR METAL WEEP SCREED }' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM G926) OVER CMU BLOCK WALL SECTION — GABLE ROOF SINGLE STORY SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE'} EMBEDDED STRAP (PER PLAN) X-BRACING: REQUIREMENTS ER TO DETAIL I/D2 FORO I PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSE AT FIRST (2) BAYS (4'-O' O.C. a SHEATHING SEAMS) STIFFBACK At ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING) SECURE P.T. 26 TO BLOCK w/ �' x 9' ANCHOR BOLT w/ 2' WASHER SE r IN SIMPSON or USP HIGH STRENGT EPDXY (6' MIN. EMBEDMENT is 32' O.G. AX) CONT. 2x4 RAT -RUN ATTACHED 10 EACH TRUSS w/ (2)12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN or 10'-O' O.G. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS I' GYPSUM BOARD OR 1' HIGH a rRENGTI CEILING BOARD CONC. FILLED U-BLOCK w/ (1) 5 CONTINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION lR-VALUE PER ENERGY CALCS METAL DRIP EDCsE--- 'GYPSUM BOAW OR is HIGH 24 SUB -BA STRENGTH CEILING BOARD VENTED j ,. --ON ;C. FILLED U-BLOCK w/ ALUMINUM SOFFIT (1) 5 CONTINUOUS REBAR R PLAN, �'RECASt LINTEL WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ATTACHMENT PER MFR. PER PLAN) SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR)-- i' TEXTURED CEMENTITIOUS COATING: MIN. (PER ASTM C926) OVER CMU — 8' CMU---- L BLOCK WALL SECTION — HIP ROOF SINGLE STORY BAIT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) 3 ATTIC ACCESS scALE: N.rs. SCALE: 3/4'=I'-0' OPENING 22' x 30' MIN. WALL INSULATION (R-VALUE PER ENERGY CALi }' GYPSUM WALL BOARD (1) 5 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) i' P.T. FURRING STRIPS a IV RE0% CONCRETE SLAB (SEE FOUNDATION PLAN FOR AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR AND REINFORCEMENT) 1' GYPSUM BOARD STRENGTH CEILING WOOD CASING At AIR SEAL GASKET WOOD CASING 4 G BOARD (TYP) S' CMU BLOCK P.T. Ix4 or'x4' MIN. (SEE WNDOWNOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACWMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING: PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' J'DRYWALL ❑ Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+Y4 or +%") DOOR JAMB TO BLOCK (+%4" or +9/439 ) SCALE: I'■I'-0' 8' GMU P.T. 2x (SEE WINDO&DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB I WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) r� NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+l Y") DOOR JAMB TO BLOCK (+1 Y") 8' CMU P.T. 2x (SEE WNDOIWDOOR JAMB BLOMING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED" DRYWALL Ix or Ix2 P.T. NAILER ' OSB (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or J' OSB) w/TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 1%6") DOOR JAMB TO BLOCK (+1 1516") 8' GMU P.T. 2x (SEE WNDOWNOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING HIGH PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' ' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or J' OSB) w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 Y") DOOR JAMB TO BLOCK (+2 SCALE: 1'4 0' ��nnl�3 P.T. Ix4 or J'x4' MIN. (SEE WINDOW/DOOR JAMB MOM% FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and a IS' O.G. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' kOOR DRYWALL 4 or Ix2 P.T. NAILER OOR CASING: JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") DOOR JAMB TO BLOCK (+3") 8' CMU BLOCK P.T. Ix4 or J'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and a 18' O.C. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED #' kOOR DRYWALL 4 or Ix2 P.T. NAILER OSB (4' WIDE MIN.) OOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or J' OSB) w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %g") DOOR JAMB TO BLOCK (+3 316") SCALE: I'44' P.T. Ix4 or J'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and a 18' O.C. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' ' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4' WIDE MIN.) VP p00R CASING OOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) w/ J' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 73/16 DOOR JAMB TO BLOCK (+3 716 SCALE: I'm V-0' UPLIFT UP TO 1,115 Ib SIMPSON HTS20 w/ (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) UPLIFT UP TO 2350 ib (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ (10)10d NAILS TO TRUSS 4 (4) J'X2 is TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) TRUSS ANCHOR RETRO-FIT SCALE: N.TS. TRUSS CONT11 BEAM TAPCONS MIN, 2' COVER 2' APART WINDOW/DOOR JAMB BLOCKING FASTENER 4 SCHEDULE P.T. Ix4 or J'x4' MIN: cm SECURE THRU FRAME INTO BLOCK w/ (U J' TAPCON (MIN. EMBEDMENT 1 J9 S' FROM EACH END and a IS' O.G. MAX or (1) DRIVE PIN, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. 2x4: CED SECURE TO BLOCK w/ (1) TAPCON (MIN. EMBEDMENT I J') 8' FROM EACH END and a 18' O.C. MAX or (U DRIVE PIN, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MM. HEAD SIZE 300 MIN. EMBEDMENT 1 #' P.T. 2x6: SECURE TO BLOCK w/ (2) J' TAPCONS (MIN. EMBEDMENT I �') 8' FROM EACH END and a IS' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a 18' O.G. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 #' P.T. 2x8: SECURE TO BLOCK w/ (2) ' TAPCONS (MIN. EMBEDMENT 1 I') 8' FROM EACH END and a IS' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I' P.T. (2) 2x4: SECURE TO BLOCK w/ (1) #' TAPCON (MIN. EMBEDMENT I k) 8' FROM EACH END and a 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and a IS' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I J' P.T. (2) 2x6: RE SECURE TO BLOCK w/ (2) 4' TAPCONS (MIN. EMBEDMENT I #') 8' FROM EACH END and a 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I #' P.T. (2) 2x8: SECURE TO BLOCK w/ (2) }' TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and a 15' O.C. MAX or (2) DRIVE PINS, 6' FROM EACH END and a IS' O.C. MAX MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I' A R C H IT E C T S Design Group ���. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �mmm� �ooeoomoea� sysanr. LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: 1—STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLOFUDA DATE: /28/18 sC :1/4"=1'—O" SHEET File Copy NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE Y*' OSB. or V CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.G. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE M. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL CDX EXTERIOR PLYWOOD or/32' APA-RATED OSB. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' OC. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING V OS$. or PLYWOOD or V ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. a PANEL EDGES AND 8d RING SHANK GUN NAILS 4' OC. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRE WITH SHANK 8d ROUND, MODIFIED OR T 2 '-a" 131 110000 RING (16-20 RINGS PER INCH) ad RING SHANK GUN NAILS • 4' O.C. TOP 4 BOTTOM EDGES Z W �Lu �o . a zW k L4 0 N z TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.S.B. To BE STRUCTURAL GRADE) TOP CHORD BLOCKING a 4' OC. MAX IN FIRST (2) FRAMING SPACES a EACH END -- PRE-ENGINEERED TRUSS or RAFTS ROOF SHEATHING—n ROOF SHEATHING LAYOUT AND ENDWA BRACING FOR GABLE END FRAMING Lu C 8d RING SHANK GUN Q •. NAILS a 6' OC. IN FIELD �o TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) C 8d RING SHANK GUN NAILS a 12' OC. IN FIELD or 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS a 12' O.C. IN FIELD UNTHREADED SHAW TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE, DIAGONAL BRACE a CENTER OF TRUSS SPAN or HIGHEST RIDGE. « DIAGONAL BRACE TO BE a ANY SPAN IV-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 0-0' - 30-0' USE (1) X-BRACE « 30'-1' - 60-0' USE (3) X-BRACE ++ (1) X-BRACE a CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING) PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X—BRACING 1 SCALE: 3/4'=I'-0' 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED 4 LOCATION PER PLAN) ROOF TRUSS SECURE 2x t0 CMU w/ (3)�, x cT ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN. EMBEDMENT) NOTE: (U ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (U NEAR MID -CENTER (U S REBAR VERTICALLY IN CONC. POUND CELL (LOCATION PER PLAN) CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ANTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE ° AND REINFORCEMENT) XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4%]'-V SECURE TOP PLATES w/ 16d COMMON N4 LS 4' O.C. 2-ROUA STAGGERED NOTE: + DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. rTOP PLATE SPLICE DETAIL 3/4'=1'-V PRE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. a SHEATHING SEAMS) (2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS is EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES CONT. 2x4 RAT -RUN ATTACHED t0 EACH TRUSS w/ (2)12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX 4 DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) a 32' O.C. MAX 2x STUDS a 16' OC. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING a MID -WALL GYPSUM WALL BOARD SECURE BOTTOM PLATE TO SLAB w/ (U 10d CUT NAIL a 32' O.C. MAX 4'� ONCRETE SLAB • ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ NO UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4'4-0' TOP PLATE 2x WOOD or METAL STUDS a 24' OC. MAX (NOT LOAD BEARING) 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') FLOOR TRUSS DOUBLE TOP PLATE }' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2x STUDS a IV OC. MAX UNLESS NOTED OTHERWISE SECURE BOTTOM PLATE TO SLAB w/ (U 10d CUT NAIL a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ANTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w/ NO UPLIFT AM" m PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) a 32' O.G. MAX 2x STUDS a 16' O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING a MID -WALL j' GYPSUM WALL BOARD -SECURE BOTTOM PLATE TO SLAB w/ V x S' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. a 32'O.C. MAX -STUD TO BOTTOM PLATE w/ SIMPSON SP4 (USP 5PT4) a 32' O.C. MAX �--CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4'40 DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) s 32' OC. MAX 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2x STUDS a 16' O.C. MAX UNLESS NOTED OTHERWISE AST FLOOR STUDS TO 2ND FLOOR STUDS SECURED lu/ SIMPSON OR USP MSTA36 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAIL ING SCHEDULE') -ENGINEERED FLOOR TRUSS OUBLE TOP PLATE F��2x STUDS a 16' O.C. MAX UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING a MID -WALL CURE BOTTOM PLATE TO SLAB w/ —1 x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. a 32' O.C. MAX STUD t0 BOTTOM PLATE w/ SIMPSON SP4 (USP SPT4) s 32, N N »- O.C. MAX I14 ° \--CONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w/ UPLIFT SCALE: 3WO-O' 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 si7HDIV: 8e LOT: OAKLAND LAKE (LOT #71) MODEL1833 (VERSION#00) lPr-tOJECT#: 02784.000 PAGE: SECTIONS/ DETAILS ARCHffECT: STATE OF FLORIDA DATE: sC :1/4"=1'—O" SHEET 3 File COPY si7HDIV: 8e LOT: OAKLAND LAKE (LOT #71) MODEL1833 (VERSION#00) lPr-tOJECT#: 02784.000 PAGE: SECTIONS/ DETAILS ARCHffECT: STATE OF FLORIDA DATE: sC :1/4"=1'—O" SHEET 3 File COPY 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAILS Ix6 COLLAR TIE is EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or NCR or USP VT7 l i�i i MIN. l4)10d �R NAES (1)® EACH END V O.C. MAX Ix8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS s EACH TRUSS TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'44' P.T. 2x STUD or 8' CMU BLOCK WALL P.T. 2x4 STUDS s 16' O.C. MAX SHOWER SEAT 2 SCALE:3/4'=I'-0' ARCH WINDOW FRAME 3 SCALE: 3/4'0-0' RAFTER TO TRUSS w/ SIMPSON flo MTS12 or USP MTWI2 (CREATE VOID FOR STRAP n WATER RESISTANT BACKERBOARD (DENSHIELD) 1/2' DENSHIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) MAPELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR LEAST 4 INCHES) CAULK BEAD BETWEEN DENSHIELD AND FIBERGLASS PAN APPLIED PRIOR TO MEMBRANE INSTALLATION SHOWER PAN (FIBERGLASS OR CERAMIC) LINTEL 2) fib' x 3' TAPGONS AND ®IS' O.C. MAX PIN SIZE .145 TNT OF 1 Ya') AND *18' OL. MAX :ATHING :HMENT METHOD SCHEDULE') POURED IN PER BLDR) CONVENTIONALLY FRAMED ROOF 2x4 SECURED TO W (2)12d ® E< 2x4 SECURED TO G� (2)12d SPACED 6' - 2x4 RAFTS SIMPSON L3 e BLOCKING 2x4 BLOCKING a E. 2x4 FRAMIN SIMPSON 112BA EACH RAFTER TAIL SIMPSON L: e TOP OF EACH RAFTER 5 FRAMED OVERHANG SCALE: 3/4'=I'-0' n Ed SCALE: 3/4'■I'-0' SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS L—SECURE 2x6 MIN. TO BLOCK w/ (2)V x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)V x S' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) A SECTION ir6 GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'44' SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORP w/ (3)12d NAILS a EACH END. PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES 0 J' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM CS26) OVER CMU t , 1 t 9 , GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS ��__�v I' MIN. SLIDE SECTION B SCALE: N.Tb. r FRE-ENGINEERED TRUSS ' GYPSUM BOARD OR " HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.G. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS ! 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 4 INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' ENGINEERED TRUSS �$' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) GYPSUM WALL BOARD %' METAL STUDS (25 GAUGE) 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.G. 3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER a 32' OL. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 4 NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL 6=6 SCALE: 3/4'9I'-0' (1) REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) 6' CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) OVERHEAD GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r10 01111111111 ��ov0000vvv, JVQG 4) E O L cc SUBDIV. da LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA MAR 0 DAT : 2/28/18 SCALE: 1/4"=l'—C SHEET JLJ -1- FRO Cov PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH is 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 0I063 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 I APPROX. 611 LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB 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 WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASK 1 WITH THE CENTER OF THE PIPE. ADHERE POEM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 airs i EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM 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 : Kra " THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIP15ER BUILDING PAPER (0 APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT.) O.C. MAX AT SUPPORTS WRB LAYS 1, STUCCOWRAP (OR APPROVED EQUAL) SHEATHING P ROTECTED FLASH TAPE B HIND CONTROL JOINT PROVIDE X4 BLOCKING PLACED FLAT MAX. 611 TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUC URAL STUD ;1TYPE " M" CONTROL 1 argil e, Kra 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 S EATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. 0ir,r rr SECTION T [9 ( ( SECOND PIECE OF FORM iH I AND AMPLY IT TO THE HALF OF Tr_#E PIPE IN THE MANNER, MAKING SURE OVERLAP AREAS ARE 55ED DOWN TIGHT TO THE AND SHEATHING. 'E WRB LAYER 1, CCOWRAP (OR APPROVED IAL) DIRECTLY TO SHEATHING 3 LAYER *2, FORTIF15ER LDING PAPER (OR *ROVED EQUAL) rAL LATH OTECTO FORM FLASH 1 NPORMABLE AIR/VAPOR RRIER TAPE DIRECTLY SHEATHING )CTITE SPRAY ADHESIVE RECTLY TO OSB AROUND NETRATION A6TOMERIC COATING )R APPROVED EQUAL) /ER STUCCO/ C.V. FINISH EE 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 1. 11 (229-MM). AS PER ASTM C1063 7.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB I TAPED T SHEATHING w/ WI 02 OVER TOP. WP #2 TO BE LAPPE VERTICALLY 611 MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN, HORIZONTAL LATH & PAPER DETAIL SIDING WI\I� 4.i1 I �I\ 4l FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 BGALE: Kra WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUP. SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP ' L" K?FLASHING NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' m VERTICAL LAPS (ROLL ENDS) E 6' HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LA'rW LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL ,s STUCCO $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER It STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER ""1, 5TUC.COWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO d _ WOOD SHEATHING F77; =1 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-641-091 MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Group Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co m AA #: 0003325 amumn �.00a000aoo� 9VHDIY. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT& 02784.000 PAGE: WALL ASSEMBLY DETAILS r.:ArrF=LCO%DA F �� DATE• 2 28/18 SC. : 1/4"=1'—O" File Copy 8' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 31 , EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP (OR APi EQUAL) TAPED DIRECTLY TO 514EATE LAP LAYERS OF BUILDING WRAP OVE NAILING FLANGE, STOP WRB APPROX. 1 V ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER 5 KICKOUT DETAIL KTA A A t,. r',ECEIVE I COAT OF SHER-CRETE ;pNCR -TE WATERPROOFER or ;OAT PRIOR TO ELEC. METER rIN (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 scaL e: N.T.S. SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIC POLYMERIC ISOCYANATE-POL FOAM ('GREAT STUFF' OR SIMIL I '—FLASH OPENING WITH PROTECTO I SELF ADHERING FLASHING PER F! METHOD AS DESCRIBED IN DETA 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE C WATERPROOFER 2" LARGER THAN THE ELEC OR METER CAN COMBO OR METER CAN ANC WRB LAYER', STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACKED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' SEALANT 6 JOINTS ALL AROUND $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING A E (O APPROVED EQUAL) P P R R BUILDING PAPER DRYER VENT (FRAME) OVER 'QUICK FLASH' "t' scale: rise. PIPE THROUGH WALL TRUCTION SHEATHING WOOD FRAMED WALL I�"t RA BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION A scaF: Kra WOOD SHEATHING— WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, WOOD- FORT IFIBER CONSTRUCTION BUILDING PAPER (OR 8" CMU APPROVED EQUAL) $' THICK, 3 COAT CEMENT01 �° PLASTER Ys" TO 1/8' MID -WALL WEEP SCREED (V SELF -ADHERING FLASHING ITAL WEEP SCREED HORIZO FRAME TO FRAME) 7B ��E:N.Ta. —WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH - 1/8" TEXTURED FINISH WOOD —FASTEN TO WOOD STRUCTURAL MEMBER -I' O.C. MAX $ 3/a' TO W MI -WALL WEEP SCREED \--6' WIDE STRIP SELF ADHERING FLASHING, CLEAN �MA50NRY BEFORE APPLYING TEXTURED FINISH tv MASONRY ITAL WEEP SCREED FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SGREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING ;;M FLASH I APPLY 60 MIN GRADE 'D' FELT 3HING OVER SELF -ADHERING FLASHING 3 OF WAI OVER APROVED HOU5EWRAP )NCRETE WRB LAYER #2, FORTIP15ER METER CAN BUILDING PAPER (OR DISCONNECT APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN 'X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN I' TO CORNER APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 9 ALL SIDES 6B �LRYE�IRIT BLOCK PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING i SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 25 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 BGAI 6 KTB. crane C eV STEP 3 a A R C H IT E C T S Design Grou Onc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �'Il'I'llll �oovovvvoo� 9VSDIY. de LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT*: 02784.000 PAGE: WALL ASSEMBLY DETAILS ARCHfTECT-. STATE OF FLOEN DAT : 2/28/18 S :1/4 -Fila Copy WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V WRB LAYER *1, 5TUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING WOOD SHEATHING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT WRB LAYER *I, PLASTER 5TUCCOWRAP (OR AM6(o-WFWC-180 CUSTOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) $' THICK, 3 COAT X CEMENT PLASTER WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) X ' RUCYER' (o' SELF-ADHEREING FLASHING 5TUCCOWRAP 5T U WRAPPED 6 CORNER OF CANTILEVER APPROVED EQUAL) AMIGO AM66-WFWC-180 AMIGO AM6-WFWC-180 CUSTOM CUSTOM CASING BEAD CASING BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP 10�L ING BEAD DETAIL 0 CANT.KM FIN15H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK m DRIP EDGE TO DECK 1 Yz"XI Y4' 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 9 DRIP EDGE TO DECK 5UB FLOOR FULL 5HEET5 OF PEEL 4 STICK I Yz"XI Y4 P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD **COMPONENTS PULLED I APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING i,,' 7%%/ 7 SELF-ADHESIVE FLASHING EQUAL) GASING BEAD 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" 6 GA. GALV. METAL DRIP :E 5 T IN FULL BED OF 5EALANTA' SpLE FROM DRIP FACE TO TREX iAPIFOR BACKER ROD 4 SEALANT THE RE616TIVE BARRIER *1 THE RE515TIVE BARRIER 02 DECK I 3" X 3" IN FULL DRIP F WATER PRO( PEEL 4 5TI0 DECK TO C4 8' THICK, 3 C METAL LATH WOOD SHEA' WEATHER RE WEATHER RE ' P051T1 NO GAP IN F (SHOWN FOR SEPARATE � 1B BAL�cONY D IBRANE, EXTEND OVER DRIP EDGE GA. GALV. METAL DRIP EDGE SET D OF SEALANT Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESI5TIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 $' THICK, 3 GOAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A DRIP EDGE INSTALLATION 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 SUB FLOOR TO TREX I MODIFIED 90 ING let LAYER (2 LAYER WRAPPED FROM BALCONY T CEMENT PLASTER IING 15TIVE BARRIER *1 ISTIVE BARRIER *2 TION OF =5 ONLY) EDGE INSTALLATION 1 Y'XI Y' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4" GAP FOR SEALANT 4 OPT. BACKER ROD F mCOMPONENTS PULLED APART FOR CLARITY s" THICK, 3 COAT CEMENT 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 3, CORNER BEAD FASTENED TO SHEATHING s 1' O.C. MAX. WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12A KNER BEAD ® FRAME CORNER BEAD (FASTENER 4 SPACINGS 1' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 12B CORNER BEAD ® BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 b" SELF ADHERING 4 FLASHING PEEL 4 STICK i X2"x3' V' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANTA' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Xz'x3' V' FLASHING FULLY EMBEDDED IN ROOF CEMENT X' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, 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 s' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN W/ 'T' FLASHING A R C HI T E C T S Desi n r 1oUl ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 91111111111 ��oomommoma, of 8 E 0 c 6SLTSDIV. de LOT: OAKLAND LAKE (LOT #71) MODEL 1833 (VERSION#00) PROJECT*: 02784,000 PAGE: WALL ASSEMBLY DETAILS 1 /4"=1' - 0" Fila Copy WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE —. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #z, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (FRAME, NO BAND) 1 Jti KALB KTA. WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED THICK, 3 COAT vlEw FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER � WEATHER RE515TIVE BARRIER 02 Wio' X I Y4" LAP SIDING W/6" REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — IN5TRUCTION5 DO NOT CAULK OR SEAL OfPENING GALV'D METAL IT FLASHING STUCCO CA51NG BEAD SIDING TO STUCCO C� BLOCK TO FRAME TRANSITION s Al b. VITA WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER #2 X I Y4' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 7' FLASHING E—Z BEAD VINYL (OR APPROVED EQUAL) CASING (Wl%s" FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER $2, FORTIF15ER BUILDING PAPER (DR APPROVED EQUAL) METAL LATH $` HICK, 3 COAT CEMENT PLASTER IYL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER x BUILDING PAPER k;Z (ORAPPROVED EQUAL) METAL LATH (o'SE F-ADHERING FLASHING «�cr'LOD$� THICK, 3 COAT vI#=w r-OR CEMENT PLASTER DRIP CAP CLARITY) WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER (o'SELF-ADHERING FLASHING DRIP CAP ZING BEAD @ WINDOW WINDOW FLANGE FRAME, W/ BAND) 6SELF-ADH RING FLASHING WEATHER RE ISTIVE BARRIER WEATHER RE IBTIVE BARRIER 02 STARTER ST IP PER MANUFACTU RIB INSTALLATION ' INSTRUCTION 6' SELF -ADP ERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENIt GALV'D MET L 7' FLASHING WOOD CON5TRUCTI 6' 5ELF-ADHERING WEATHER RE515T1 6' MIN. ABOVE TC WEATHER RESISTI WEATHER RE515TI GALV'D METAL 'Z' WEATHER RESISTIVE BARRIER *I TO 6' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING 1—WEATHER RE515TIVE BARRIE —E-Z BEAD VINYL (OR APPR( CASING (W/Ys' FLEXIBLE PV ROD) — WEATHER RE515TIVE BARRIE SIDING TO S' C@ FRAME TO FRAM )N BEYOND FLASHING BARRIER I TO LAP OF "Z' FLASHING BARRIER I BARRIER #2 k BACKER VA CCO TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 112 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO J WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN. 2.5 LBB. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE zX FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER 9 STUCCO TO SIDING TRANSITION SIDING A' GAP TT'P CASING BEAC TO TRIM L--WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 ecALE: KTa cDee-B>=cTiau WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING, PAPER (OR APPROVED EQUAL) a THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD g' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER ,a I (OR APPROVED EQUAL) f METAL LATH $' THICK, 3 COAT CEMENT (EXPLODED PLASTER i' VIEW FOR CLARITY) CASINGAND (FRAME) ISED @031 N.Tb. GAP T A' GAI WAD D METAL LATH \ /SEALANT YO WINDOW WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW 71!FRAME: OA LIZ / WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) V 6' WIDE PEEL 4 STICK OVER FLANGE E-z BEAD VINYL zx (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL_) CASING (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING SEALANT BETWEEN I WOOD SHEATHING FLANGE E BUILDING WRAP DETAIL EXPLODED FOR EZ BEAD WINDOW CASING CLARITY A R C H I T E C T S Design Group"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ilk �mmmi ��em0000000� sysanr. a� zoT: OAKLAND LAKE (LOT #71) MODEL4 1833 (VERSION#00) PROJECT#: 02784,000 PAGE: WALL ASSEMBLY DETAILS 001 ARCHITECT: STATE OF FLOFtlDA 2/28/18 1/4"=1'-0" File COPY CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS ULL WRAP p� 1 U SCAIE:F N.T,b. (FRAME ) WALL FLASHING IN DETAIL WASO .TION TEMPORARILY FOLD -UP 4 SECURE HOU5EWRAP (OR ""' " "� UNDER) at HEAD FOLD HOUSEWRAP IN AT JAMBS 4 SILL SLOPE SILL R.O. TO EXTERIOR INSTALL b" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI 142U (OR EQUAL) SEALANT • WINDOW/CM JOINT. FLUID APPLIED FLAWWs (LANGO WHITE -SEAL RG-885p OR EQUAL). SLOPE SILL TO EXTERIOR ALIGN FLEXIBLE SELF -ADHERING FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, 1 STAPLES) 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 0 INSTALL b' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3ia" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR SLOTS, SUPER STRETCH BUTYL FLASHING STEP 3 L-8' VERT. END DAMS REQ'D. AT EACH END OF SILL OlDiF I 15EWRAP DOWN 4 DIAGONAL CUT 4 4EAD OF WINDOW STEP 4 - INSTALL A SILL DAM OeR THE BUILDING WRAP AT THEBACK OR THE SILL AND THEN IN5ALL THE 5ELF-ADHERING 5TRET.HA5LE FLASHING 4 APPLY 6E4ANT AT ENDS OF SILL DAM INSTALL WINDOW PL LEVEL AND SQUARE MANUFACTURERS WRI' INSTRUCT APPLY MEMBRANE FLASHING OVER JOINT INSTALL b" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 OLDE 0 NOTE: 1. !T IS THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS t 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design D 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIINIII E m E O C SUB]D LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS ARCHfTECT-. STATE OF FLOR DAT 2y.28/18 sC : 1/4' =1'-0"